0403_AnsonLF_CQAPh4Cell2_20231025

FINAL CERTIFICATION REPORT
prepared for
WASTE CONNECTIONS
Connect with the Future®
WASTE CONNECTIONS OF THE CAROLINAS
CONSTRUCTION OF PHASE 4 CELL 2
ANSON COUNTY LANDFILL
POLKTON, NORTH CAROLINA
prepared by
MJM CONSULTING, LLC in partnership
OCTOBER 2023
OASIS
-CONSTRUCTION
SERVICES, INC.
with

MJM CONSULTING, LLC in partnership with �'gSlS
October 18, 2023
Ms. Donna J. Wilson
Engineering Project Manager, Solid Waste Section
Division of Waste Management
North Carolina Dept. of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699
Subject: Chambers Development of North Carolina, Inc., A Wholly Owned
Subsidiary of Waste Connections, Inc.
Anson County Landfill, Polkton, North Carolina
Permit No. 0403-MSWLF-2010
Phase 4, Cell 2 Construction Quality Assurance (CQA) Report
Dear Ms. Wilson:
On behalf of Waste Connections of the Carolinas, we are writing to provide documentation and
certification of construction of the Phase 4 Cell 2 Construction at the Anson County Landfill in
Polkton, North Carolina. The CQA Report includes information prepared in accordance with the
requirements of Rule .1621 of 15A NCAC 13B and contains results of construction quality
assurance and construction quality control testing in accordance with the following:
i. The approved CQA Plan, dated September 2016;
ii. The conditions of the permit to construct, dated December 7, 2018, and modified March
11, 2022;
iii. The requirements of Rule 15A NCAC 13B.1624; and
iv. Acceptable engineering practices.
We acknowledge both the modification made to the base grades and the proposed temporary
sump with associated features from the "Minor Modification for Phase 4, Cell 1," dated March
11, 2022.
45 Woodstock St., Roswell, G_t 3001- Phonc: 678-739- 400

Based on my review of the as -built surveys; monitoring, testing and visual observation of the
construction; and the final report, it is my professional opinion that construction of Phase 4 Cell
2 was completed in compliance with the approved permit drawings, the four permit conditions
noted above, and as documented by the enclosed Final Construction Quality Assurance Report.
I hereby certify the construction as evidenced by my North Carolina seal and signature.
Please contact me at [phone] or mikernontel(Ecoincast.net with any questions or
comments regarding the report.
Sincerely,
Michael J. Montel,
Member/Manager
���yypprryY!lY �'
■ E •
f
cc: Susan Reid, P.E. (Waste Connections)
Matt Crockett, P.E. (Waste Connections)
Tyler Fitzgerald (Waste Connections)
Kingsley Nwaogwugwu (Oasis)
Jason Watkins (NC DENR)
Ed Mussler (NC DENR)
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TABLE OF CONTENTS
1. GENERAL........................................................................................................................................1
2. PROJECT OVERVIEW..................................................................................................................2
2.1 Project Team..................................................................................................................2
2.2 Project Schedule.............................................................................................................3
3. QUALITY ASSURANCE MONITORING / FIELD & LABORATORY TESTING ........... 4
3.1 Subgrade Construction...................................................................................................4
3.2 Compacted Clay Subbase Construction........................................................................ 4
3.3 Geosynthetic Clay Liner, HDPE Geomembrane, and Geocomposite
InstallationObservations
...............................................................................................6
3.3.1
General Monitoring Procedures.............................................................................................6
3.3.2
Manufacturer Quality Control Certificates for Geosynthetic Clay Layer,
Geomembrane, Drainage Geocomposite, and Geotextile......................................................6
3.3.3
Interface Friction Testing......................................................................................................7
3.3.4
GCL / HDPE Geomembrane Conformance Testing and Deployment
Observations..........................................................................................................................8
3.3.5
Geomembrane Trial Seam Observations...............................................................................9
3.3.6
Geomembrane Seaming.........................................................................................................9
3.3.7
Geomembrane Defect and Repair Observations....................................................................9
3.3.8
Geomembrane Seam Strength Destructive Testing Observations.......................................10
3.3.9
Geomembrane Seam Non -Destructive Continuity Testing Observations ............................10
3.4 Leachate Collection System Observations...................................................................10
PHOTOGRAPHS
FIGURES
Figure 1 - Geomembrane Panel Layout with Destructive Test and Repair Locations
Figure 2 - Record Drawing for Top of Subgrade, Clay Subbase, and Protective
Cover Layer
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APPENDICES
A. Listing of Monitoring and Installation Personnel
B. Soil Laboratory Testing Results
Section 1
- Structural Fill
Section 2
- Clay Liner Borrow
Section 3
- Clay Liner during Construction
Section 4
- Protective Cover
Section 5
- LCS Aggregate
C. Manufacturers' Quality Control Certificates
Section 1
- HDPE Geomembrane
Section 2
- Geosynthetic Clay Liner
Section 3
- Geocomposite
Section 4
- Leachate Collection Components
Section 5
- Geotextile
D. Conformance Test Results
Section 1 - HDPE Geomembrane
E. Interface Friction Angle Test Results
F. Geomembrane Documentation
Section 1
- Subgrade Acceptance Certificates
Section 2
- Geomembrane Panel Deployment Log
Section 3
- Geomembrane Trial Seam Log
Section 4
- Geomembrane Fusion and Extrusion Seam Log
Section 5
- Geomembrane Defect, Repair, and Vacuum Test Log
Section 6
- Fusion and Extrusion Destructive Sample Test Results
G. Daily Field and Density Testing Reports
H. Leachate Collection Line Video and CD Inspection
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1. GENERAL
oAsis
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MJM Consulting, LLC in partnership with Oasis Construction Services, Inc. (MJM/Oasis) was
retained by Waste Connections of the Carolinas to provide construction quality assurance (CQA)
monitoring and final certification services for the construction of Phase 4, Cell 2 at the Anson
County Landfill in Polkton, North Carolina.
For the cell construction, the project involved a 6- acre composite liner system consisting of, from
bottom to top, a fine graded subgrade, an 18-inch-thick compacted clay subbase (1x10-5
centimeters per second maximum permeability), a geosynthetic clay liner (GCL), a 60-mil high -
density polyethylene (HDPE) textured geomembrane, a geocomposite drainage layer, and a 24-
inch-thick protective cover layer. Phase 4, Cell 2 was built in accordance with the approved CQA
Plan dated March 26, 2018, permit to construct date December 7, 2018, and the requirements of
Rule 15A NCAC 13B.1624 and the minor modification for Phase 4 Cell 1 dated 11 March 2022
as well as the contract drawings for the construction of Phase 4, Cell 2, Anson Waste Management
Facility, dated 31 May 2023 and prepared by Weaver Consultants Group, Fort Worth, TX (WCG),
and the approved Construction Quality Assurance & Quality Control (CQA/CQC) Plan.
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Phase 4, Cell 2 Page I

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2. PROJECT OVERVIEW
2.1 Project Team
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MJM/Oasis provided CQA services throughout the project to monitor the construction activities
performed by contractors and to compile the required testing and surveying data for the final
certification report documenting that the project has been constructed in substantial compliance
with the approved permit drawings and CQA/CQC Plan. Design and engineering services were
provided by Weaver Consulting Group (WCG).
The duties of MJM/Oasis were, more specifically, as follows:
Quality Assurance (QA) monitoring services were provided by MJM/Oasis, which had
personnel onsite on a full-time basis. The objectives of the QA Monitoring Program were
to observe and document the materials and installation procedures for conformance to the
project requirements and to provide a certification statement that the installation was in
accordance with plans and specifications. A listing of MJM/Oasis personnel involved in
the project is presented in Appendix A.
• Geotechnical laboratory testing of the structural fill, clay liner borrow, clay liner protective
cover soil and leachate collection aggregate layer was conducted by MJM/Oasis and Excel
Geotechnical Testing Inc, (Excel) (see Appendix B).
• Geosynthetic testing were performed by TRI Environmental, Inc. of Austin, Texas (see
Appendices D and E).
The certifying engineer assigned to the project was Mr. Michael Monteleone, P.E., a registered
professional engineer licensed to practice in the State of North Carolina. He conducted weekly
construction meetings; reviewed the product submittals, test results, the as -built drawing for the
top of the subgrade, the clay and protective soil layer; and prepared the final certification report.
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2.2 Project Schedule
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The construction of Phase 4, Cell 2 began on 7 June 2023, and was substantially completed 20
October, 2023. Anson Contractors (ACI) was the general contractor for construction of Phase 4,
Cell 2. MJM/Oasis had a full-time monitor on site from 12 June 2023, through the project
completion date 18 Oct 2023.
A pre -construction meeting was held on 12 June 2023 and was attended by representatives of
Waste Connections of the Carolinas, CEC, BCS, WCG, and MJM/Oasis. Topics of this meeting
included the project scope, lines of communication and responsibilities, contractual procedures,
project specifications and testing requirements, earthwork construction procedures, construction
scheduling, and documentation.
A geosynthetic materials pre -construction meeting which was held on 8 September 2023, was
attended by representatives of ACI, Hallaton Environmental Linings, Inc. (Hallaton), and
MJM/Oasis. Topics of this meeting included the project scope, lines of communication and
responsibilities, liner construction scheduling, material specifications, geomembrane, and drainage
geocomposite installation procedures. Parties in attendance were in agreement concerning the
scheduling, specification, and installation procedures. Hallaton demobilized 25 September 2023.
Detailed results of the required testing and material properties, CQA monitoring services, and
required as -built surveys are contained in this final certification report.
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3. QUALITY ASSURANCE MONITORING / FIELD & LABORATORY TESTING
3.1 Subgrade Construction
Initially, the construction site was stripped of vegetation in the cell. A portion of the structural fill
was placed along the west berm in the process of constructing the access road; the remaining fill
was placed in the cell footprint to meet design subgrade. The completed subgrade was proof- rolled
with a loaded truck to verify soundness and acceptability of in -situ material. Suspect areas were
undercut, and clean structural fill was placed by Anson Contractors Inc. (ACI) and compacted and
rechecked, either by testing or by proof -rolling.
Structural fill materials consisted of fine, sound, loose earth exhibiting -3 percent to +3 percent
optimum moisture content, for compaction to a minimum of 95 percent of maximum dry density,
as determined by the standard Proctor test method. During construction, MJM/Oasis personnel
verified that the horizontal lifts did not exceed 12 inches and that surfaces were properly scarified
prior to placement of additional lifts. A total of one -hundred twenty-eight (128) structural fill field
moisture/density tests were performed to verify both in -place moisture content and the degree of
compaction achieved by the contractor. A summary of the field moisture/density test results for
structural fill is presented in Appendix B - Section 1; our review indicated that the structural fill
was placed and compacted in accordance with the project requirements.
ACI provided field construction staking at appropriate intervals. The grades were subsequently
certified by Lawrence Associates of Monroe, North Carolina (Lawrence Associates), prior to
placement of the clay liner.
3.2 Compacted Clay Subbase Construction
The compacted clay subbase was placed using material from the on -site borrow source. The
borrow source material was tested and found to meet the permeability requirements, which were
less than or equal to 1 x 10-5 cm/sec. The clay liner was constructed in three lifts for a final
minimum thickness of 18 inches. As noted in the CQA Plan by CEC dated December 2018, the
Certifying Engineer has the option to consider such methodologies for clay compaction. During
the previous cell construction 2022, a clay test pad was built utilizing three clay lifts, and each lift
was tested and approved by MJM/Oasis before proceeding. The contractor successfully
demonstrated that three lifts could achieve the project specifications. During construction, visual
changes in the clay borrow material were noted, and subsequent field Proctor reference curves
were developed to supplement the
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laboratory generated curves. A total of 243 in -situ moisture/density tests were performed during
construction. The passing test results ranged from 95 percent to 97 percent compaction, with
moisture content ranging from 4 percent to 5.0 percent above optimum moisture content, as
determined by the standard Proctor test method (ASTM D-698). The field moisture density test
results are presented in Appendix G.
At locations of failing field moisture/density or permeability test results, the areas were either
moisture -conditioned by the controlled addition of water, or scarified to promote proper drying
and recompaction of the material. The reworked areas were then recompacted and retested.
Additionally, the clay subbase was compacted so that the equipment used for geomembrane
deployment did not cause significant rutting. No excessive rutting of the subbase was observed
during the geomembrane installation.
Upon completion of the test pad, undisturbed (Shelby tube) samples were procured from each
compacted lift. A total of 15 Shelby tubes, three of which were for the test pad, were obtained
during clay liner construction. None of the Shelby tubes failed to meet project specifications. Test
samples were sent to Oasis' AASHTO-accredited laboratory in Canton, Georgia, for a
determination of permeability characteristics. Permeabilities were found to range in the mid 1 x
10-7 cm/sec, indicating that the compacted clay liner was constructed in accordance with project
requirements. In -situ clay permeability test results for Phase 4, Cell 2 are presented in Section 3 of
Appendix B.
The existing liner edge was excavated by ACI to uncover a suitable tie-in to the new 18-inch clay
subbase. The preparation of the existing clay and placement of the clay subbase were observed and
documented by MJM/Oasis.
The top of the clay subbase elevation, presented in Figure 2, indicates that the compacted clay
subbase was constructed to a minimum of 18 inches in thickness, as surveyed and verified by
Lawrence Associates.
The final clay subbase surface was scarified to facilitate the removal of any oversized particles.
The soil material was visually confirmed to meet the particle size requirements of less than or
equal to 1/4-inch. A smooth drum roller was used to prepare the subbase and to provide a smooth
surface prior to geomembrane deployment.
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3.3 Geosynthetic Clay Liner, HDPE Geomembrane,
and Geocomposite Installation Observations
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The installation of the composite liner was performed by Hallaton. A work history of the Hallaton
personnel who were involved with this project is presented in Appendix A.
3.3.1 General Monitoring Procedures
The CQA monitoring activities performed by MJM/Oasis during installation of the geosynthetic
components (HDPE geomembrane and drainage geocomposite) of the composite liner consisted
of:
• Obtaining and reviewing product submittals required of the manufacturer and installer
• Observing, documenting, and evaluating trial seam test results
• Observing and documenting HDPE geomembrane seaming techniques and field seams
• Identifying and documenting defects, as well as observing and documenting repairs
• Observing and documenting the installation of the drainage geocomposite and geotextile
in the leachate collection system
One CQA monitor was present at the site on a full-time basis to perform the above activities during
the installation of the geomembrane liner.
3.3.2 Manufacturer Quality Control Certificates for Geosynthetic Clay
Layer, Geomembrane, Drainage Geocomposite, and Geotextile
The geosynthetic liner components consisted of a geosynthetic clay layer (GCL), HDPE
geomembrane, and a drainage geocomposite. The geosynthetic liner components supplied for this
project were manufactured and supplied by CETCO and SKAPS, and consisted of:
• A geosynthetic clay layer (CETCO)
• A minimum 60-mil. thick, textured HDPE geomembrane (23-foot-wide by 500-foot-long
rolls) (Skaps)
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• Drainage geocomposite in 14-foot-wide by nominal 200-foot-long rolls (Skaps)
• Non -woven geotextile in 15-foot-wide by nominal 300-foot-long rolls (Skaps)
Manufacturer Quality Control (QC) Certificates, submitted by CETCO and SKAPS, are included
in Appendix C. A review of this documentation indicated that the composite liner system
geosynthetics were manufactured in accordance with project specifications. CQA conformance
testing was performed on all materials as well; see Appendix D for data. All material met or
exceeded project specifications.
3.3.3 Interface Friction Testing
Four interfaces of the composite liner system were tested by TRI September 2020, per
requirements of the CQA Plan dated September 2016:
• GCL / Clay
• GCL / Geomembrane
• Internal GCL
• Full cross-section with each type of protective cover
The interface testing material used for this cell were the same used in the previous cells, therefore,
it was judged by the permit engineer that additional interface testing was not required, since the
materials were manufactured by the same manufacturers (i.e. CETCO and SKAPS) that produced
material for this interface test. This was the case as required in the project CQA Plan for the Phase
3-4 permits for this cell. In addition, a minimum average asperity height of 27 mils was
demonstrated for the material used in this cell, which exceeded the project specification. The CQA
plan required a minimum asperity height of 10 mils which was exceeded for this cell.
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The asperity heights were required to be no less than 27 mils. An evaluation performed by CEC
on 26 May 2020 demonstrated that peak shear strength and large displacement shear strength
parameters were able to be met at these interface design requirements. The large displacement and
the peak values had both met the minimum requirements. The results of this previous evaluation
are contained in Appendix E.
3.3.4 GCL / HDPE Geomembrane Conformance Testing
and Deployment Observations
Prior to GCL/HDPE geomembrane deployment, the clay subbase was prepared using a smooth
drum roller. MJM/Oasis CQA monitors, along with Hallaton personnel, visually inspected the
subbase surface to verify that the surface was smooth and free of irregularities, foreign matter, or
surface conditions that could damage the GCL and geomembrane. In accordance with the
specifications, Hallaton submitted subgrade acceptance certificates prior to deployment of HDPE
geomembrane panels in Cell 2. These certificates are presented in Appendix F - Section 1.
Geomembrane panels were deployed using a front-end loader to lift the rolls, as well as personnel
who unrolled the panels in place. Hallaton then aligned each panel of the geomembrane to allow a
nominal 5-inch overlap with the adjacent panel. Free edges of panels were temporarily loaded with
sandbags until the panels were seamed together. A summary of the geomembrane panel
deployment data is presented in Appendix F - Section 2. An as -built drawing of the geomembrane
liner installation, which shows the panel layout, repair locations, and seam destructive sample
repair locations, is presented in Figure 1.
The CQA monitoring staff assigned a field identification number to each panel in chronological
order of deployment, and recorded the roll number assigned to the material by the manufacturer.
Each panel was visually examined immediately after deployment for manufacturing defects and
installation damage. Upon completion of the installation, the entire
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liner was again visually examined to identify any subsequent damage. Individual defects were
marked, documented, and subsequently repaired by the installer.
3.3.5 Geomembrane Trial Seam Observations
Trial seams were performed by Hallaton welding technicians as an ongoing monitoring method of
the performance of both the welder operator and the welding apparatus. Trial seams were made in
the morning and afternoon, approximately every four hours. These trial seams were then tested by
Hallaton using a tensitometer to verify the strength of the welds. Trial seam testing was observed
and documented by an MJM/Oasis CQA monitor. Five specimens from each trial seam were tested.
If a trial seam test failed, the welding apparatus or welder was not accepted or used for seaming
until the deficiencies were corrected and two consecutive successful trial seams were achieved.
Summaries of the trial seam data for Cell 2 are presented in Appendix F - Section 3. Test results
for fusion and extrusion welding are presented in Appendix F - Section 6.
3.3.6 Geomembrane Seaming
Hallaton used double -track, hot -wedge fusion machines on this project. The manual extrusion
welding method included repairs and the completion of end seams. The CQA monitors tracked the
progress of each welder and monitored each seam for visual defects and for seam completion.
Visual defects were marked and subsequently repaired by Hallaton. A summary of geomembrane
seaming data for Cell 2, for fusion and extrusion welding, respectively, is presented in Appendix
F - Section 4.
3.3.7 Geomembrane Defect and Repair Observations
Geomembrane panels were visually monitored for damage during deployment. Additionally, the
CQA monitors examined the geomembrane panels and seams on an ongoing basis throughout the
installation process.
Defects found on the geomembrane panels and/or seams were marked, documented by the CQA
monitor, and subsequently repaired by Hallaton. The repair procedures were observed and logged
by the CQA monitor, and the locations were mapped. A summary of Cell 2 defects and repairs is
presented in Appendix F - Section 5. The approximate location of the repairs is shown in Figure
I.
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3.3.8 Geomembrane Seam Strength Destructive Testing Observations
Destructive seam sample locations were selected by CQA monitors based on the progress of a
particular welder or welding device, or based on the suspicion of defective welding. Destructive
testing was conducted at a minimum frequency of one sample per every 500 linear feet of the
completed seam for each welding apparatus.
Forty-five initial fusion destructs and two extrusion destructive seam samples were procured by
MJM/Oasis and submitted to TRI for laboratory testing. Ten specimens were removed from each
destructive seam sample and tested by TRI following ASTM standards. Five specimens were tested
for peel adhesion (peel), and five specimens were tested for shear strength (shear). The acceptance
criteria for shear were that four out of five specimens must have yield strengths greater than 120
pounds per inch of width; additionally, failure should not occur within the weld. The acceptance
criteria for peel testing were that four out of five specimens (for each track) should not fail within
the weld and that each specimen must exhibit a yield strength greater than 91 pounds per inch of
width. Destructive samples which did not meet the acceptance criteria were tracked according to
requirements of the CQA Plan dated September 2016 and retested. A summary of the destructive
seam sample laboratory test results, for fusion and extrusion welding, respectively, is presented in
Section 6 of Appendix F. The approximate locations of the destructive seam samples are shown in
Figure 1.
3.3.9 Geomembrane Seam Non -Destructive Continuity Testing
Observations
Geomembrane fusion seams and extrusion seams for Cell 2 were non-destructively tested by
Hallaton using air pressure testing and vacuum box methods. MJM/Oasis monitored the non-
destructive testing on a procedural basis and documented the progress of testing. Non- destructive
testing was performed in accordance with project specifications, and no deficiencies were
indicated by the testing. Summaries of the non-destructive testing of seams and repairs are
presented in Appendix F - Section 4.
3.4 Leachate Collection System Observations
The leachate collection system for Cell 2 consisted of a drainage geocomposite, a minimum 24-
inch-thick manufactured sand protective cover layer. The leachate collection pipes were
surrounded by No. 57 aggregate wrapped with non -woven geotextile. One sample of aggregate
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was sent to the Excel Geotechnical Testing laboratory to verify calcium carbonate content, grain
size, and permeability. A review of the laboratory results indicated compliance with the project
specification requirements. Test results for aggregate are presented in Section 5 of Appendix B.
The existing adjacent cell liner was tied into the Phase 4 Cell 1 and Cell 2B (west side) 60 mil
HDPE liner, overlapped with geocomposite and tied into the existing protective cover as shown in
detail L2-5, drawing 9 contained in the March 11, 2022, minor modification for Phase 4 Cell 2.
Manufactured sand protective cover was placed over the drainage geocomposite on the cell bottom
and upslope areas using low -ground pressure equipment to minimize the possibility of damage to
the geocomposite and geomembrane liners. MJM/Oasis provided full-time monitoring of the
placement of the protective material. Four samples of the protective soil cover material were
obtained and sent to the Oasis Lab to verify that the grain size and permeability of the placed
material met project specifications. Test results, presented in Section 4 of Appendix B, indicate
that the materials were in compliance with the project specifications. Visual monitoring during
placement indicated that no unacceptable wrinkles or damage to the underlying geomembrane had
occurred.
During monitoring, MJM/Oasis verified that a minimum of 24 inches of material was placed on
the upslope and on the cell bottom by survey and digging holes and manually measuring the
thickness of the cover.
The construction was completed in accordance with:
(i) The approved CQA plan, dated March 26, 2018;
(ii) The conditions of the permit to construct, dated December 7, 2018;
(iii) The requirements of Rule 15A NCAC 13B .1624; and
(iv) The approved minor modification of cell re -design, dated March 11, 2022, by Nathan
Bivins, Civil and Environmental Consultants, Inc.
Please contact Mr. Michael J. Monteleone, P.E. at [phone], or mikemontelkeomcast.net
with any questions or comments regarding this report.
CQA Engineer of Record
Anson Waste Management Facility Final Certification Report
Phase 4, Cell 2 Page 11

PHOTOGRAPHS

PHOTOLOG — ANSON LANDFILL PHASE 4 CELL 2
6/25/2023
Structural Fill
Placement
F 1
6/25/2023
Removal of
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8/6/2023
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processing
Ar
r
-
8/27/2023
Unloading fl-
inch dual
contained
HDPE Force
Main Pipes
-
F
¢tea �,_+�{�, ✓ f`!r/F 71
.

9/10/2023
Deployment
on the north
side of cell 2
77
71
� :,nee,
.ems
•►Y ` t ,
9/10/2023
GCL
deployment
the mid-
section of

9/24/2023
Machine`'_
sewing of in
place `�
-- -
geocomposite
fabric -
� r
9/24/2023
Connecting
�
geocomposite
material
between
existing new
cell
N
�3,

10/1/2023
Protective
cover
placement
10/8/2023
Video
recording of
LCS pipe
77,
4`,
Y
v
a�
r
� J
�18FT YfA�
*xkk �T J

10/8/2023 ~
Leaohateforoe
main
installation �—
nearthe
existing sump
1U/8/2U23
Leachate
collection
system (LCS)
installation

10/8/2023
Back filling the
force main
pipe >.
_1
10/8/2023
Construction
of perimeter
rain flap berm

10/15/23
Perimeter
anchor trench
for liner rain
flap using
structural fill
(north side)
10/15/23
Perimeter
anchor trench
for liner rain
flap using
structural fill
(west side)

10/15/23
Edge of liner
markers
10/15/23
Edge of liner
markers
_gym ill
17 -
rTj
r
-

FIGURES

Figure 1
Geomembrane Panel Layout with
Destructive Test and Repair Locations

'zSEAL
L-4358
,yrr•�hnnn"����:
(m
mob - 40

Figure 2
Record Drawing for Top of Subgrade,
Clay Subbase,
And Protective Cover Layer

Point
PmPI~ pnp"d r.tuy I.g Ln1Y EnkH19 %P Co-
Numba
North"
East-
A.7P9!?a
G?.d- " �l '!' Caw'_rw a-Y
300 r
_
i599B6.5S
1651031.38
311.a0
311,215
A.12
312,00
1,50
301
459976.55
1551036.38
.111.10
311.06 t0 S1L66
1.%
302
4599E7.93
1551100.00
31290
31260
010
3f147
1157
303
459977.93
1651100.DD
ME119
MAO
0.09
3j4.41
1.52
304
459969,95
16$1200.00
357.41
317.31
WO
316.91
1.50
,
305
45:979.95
1557200-W
Sn.33
317.22
all
316-63
1.50
306
459991.97
1651J00.00
_ _
3n.67
=56
0.11
32*24
1.59
307
459981.98
165t300.00
3401
322.51
0.10
324.19
1.56
308
459993.98
1651400.00
_
328.77
32&65
R1.2
32&37.
tw
309
459983.98
1651400.00
_
326.71
32&61
Q10_376.13
1b2
310
45499R11
164140&12
1p7.02
326.93
64!
376.54
1.52
_
311
459984.13
165140684
_
326.95
326.87
a08
32a53
t.511
___
412
459997Aa
1651457,44
316A2
317,52
1.50
313
459987A1
16514641,97
3119E _
-. _
357.48
1.50
314
45994R79
166i4s&SO
Si596
317,46
1.�
S15
4!.D5S$ 2
1651a43.61
316.78
318.26
1.50
M..27 _
2.01
Berm
314
459423A9
t451465.SB
S}687
310.]7
1.50
320.39
2.02_
31,
459680.31
163146&31
31E90
41IL40
1.50
320.71
2.31
318
45B84a.53 _
1651456.27
_
31L56
-;Raw
1.50 __31p.17
tm
319
459015.25
1551467.32
316.62
31IL12
1.00
=9 4 --2B31
-
b
J20
490900.00
165141751
52M
326.50_
0.00
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328.09
1.69
&VAO
4
321
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_
32A17
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7.72'
1.55 -
329.75.
2.03
322
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115513=00..
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0.06
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1.S2
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Z05
324
45
1651100.OD
3l2.74
312.54
0A0
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1.59
310.37
204
325_45994552
f65f000.0_0
306.91
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0.00
311.43
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326
4599"A6
1651000A0
_
30268
i09.78
a,10
311,a2
1A4
327
458800.00
1630903.20
3ve.6t
j06.74
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s1A4o
1.59
324
4599OO.D6
1a50977.79
30A17
309.07
0.16
N0,71
1 •.14
g
329
459900.00
f6E1000.00
309.72
0.10
311.33
1.S1
313.35
2.02
I
330
459836.18
R165D916.41
_309.92
^107,2R
307.20
0.05
30d77
i33
331
459629.28
165092373
307.47
307.39
008
308 97
1,50-
yF2
439414.71 _
1850900.00
307.77
307.71
0.06
J69.37
1.60
3'33
4594c0AO
165064L76
300.12
308-11
0.01
309 .72
1.60
004
459796.24
165090Q00
30E19
308-13
0.05
309-49
1.50-
335
459600.00
165090L. 4
W&kS
304.07
0.0E
39M
1.50_ .__
rj •S
^7 ^1 �r�
336
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1650954.07
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310
ML91
1.60
312.71
2.80
- _
337 _
_
0@g00,p0 _
165100000
300."
3099 4%
0.10
311.15
t.51
313.19
2.04
336
459WMQD
1651100.00
312-%
$1246 _
_ p,10_SI4.
Ia
S.S4
316.10
2.00
339
459800.00
1651200MO
316.21
316.11
A10
317,72
Lj1
319.76
3AU_
340
459800.00
1651300.00
321A4 _
.)2!.35
0.10_
_33.iG4 _
l0Y_
12194
210
.j
341
459800.0O
1651400.00
325.37
�324-�10
A07�326AY
_
1�5'-1
32696
Z(17'
•
.5
342
459800.00
185141&14
325,99
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Af0
5278-D
7.61
32 A _
201
343
4507M,93
1651459.62
315.77 y
117.27w
_.
314.{2
215 _
t7
344
45975234
11151473.15
31451E
315.79
1.50
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9,04
�pl
345
4397224E
163147432
314.53
310.03
1.50
316.05
2.02
346
48989302
1"147,041
_ 31 Cto
315.80
1.50
317.67
2.07
Ip1al
347
45976fj06
1d5i4lA74
3259f
323A1
030
327.47
1.58
S74.47
LW
MP ryp
q�
A% .ry-
tyh �h :yb i
45RMO-OD
I1550900-00
.110.49
310.47
0.02
311.99
Im
xw.m
2,04 1
--
•rjy
- - - - '
347
4597p0.0o _
m50a ms
310.43
3'Ma"
0.06
311.110-
1.56
b�
350
459700.00
1450671.7a
310-40
3f0.30
0.10
3l7.92
1.52
331
454756.29
1850855.54
309.33
309.27
0.06
310.65
1.62
Kati
P rs
352
97X9.27
4554.23
1650866.36
3.37
W
30 9.27
0.10
3:0.66
1.51
M�
35i
s59757_09
1651D00AO
Sh0.06
309.32
0.04
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1,54
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__
354
__
458700.00
165100o.00
_
31093
SIO.!!.7
0.10
312t7
1.54
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2,00
355
459700.00
1651060.33
311.22
_
311.12
61Q
112,73
1St
31&0
2.W
354
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1651100,00
312.38
312.31
0.07
_
3693
_ 1.55 _
3159
203
r1m
I�gr;
357
459700.00
1651200.40
31591
315,72
0.09
317 J3�1.'J4
319.34 _
7.01
tt77--
358
4397oomo
msimAO
32D 63
320.73 _
O.1O
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li,50. _
_324--3
210
MO
459700,00
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324 %
32W
0.1a
326.47
1.SI
3711,71 _
204
n1h� r j
Iy rynp ryA^ rid y.,
360
459700,00
K51416.75
32.57
325.57
G.10
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_ 1.56
329.23
200
•
-
351
4SI46553
1&S1479,30
311.53
JUM
1.50
315.51
2.40
J6$
4a9640.51
165147a,40
_ _AM12
SW 62
1,50
311.96
2.34-
363
459681.12
1751414.24
325.56
325.54
0.02
327.11
1.55
320.11
_ 2.00_
µ�
_
364
459654.46
1651411.37
325.09
324.54
0.45
32E-153
1.54
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2.01
_
365
459662.46
1651100.00
312.31
312.21
O.IO
31384
1,53
116,70
2.86
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4661i6J4.72
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31141
1.56
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6.10
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964
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317.6r?
317-40
314,75
1.56
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-
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459600.00
t840WUa
-
31L-74
312-84
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0.10
-
SIC31
1.57
372
4S"P0
1351000.00
]11ti
311f60.00
31011
1,51
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2.01
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459d70.00
1851100A0_
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6;04
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1,53
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2.05.
pv1 pOv
372
45961873
165147a,i1
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_
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I.P. _
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2.51
374
4$9500.00
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459590.76
1651475,D4
305.69
363.79
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4.19
.
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307A7
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I'm _]1Z61
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07
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459600.00
1851391.76
323.94
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328.4E
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h
M.
4&"Th.90
1651400.00
324.40
324.32
0.08
325.90
149
a"
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f`111
379
459581.80
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298.30
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41
340 -
459586.a8
18i1454.02
309.58_
_
_ 311.08
1.50^--313.24
2.16
1
.led,
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4595B3,02
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101
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- 165140&74
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2.31
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i5os�sis_
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311.D6
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om
SEAL
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.165i365.45
18313',a5.7d
S31.00
332.50
1.50
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395
3% ..
459674A3
459571.47
16•51341_o5
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_ 331,11.
331.70
332.63
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335.14
2.5e
Lag
.
4-
387
358
459564.64
459557.63
145.1107.41
1681270.08
331.00
331.04
_
='Sa
362-64
1.50
1.50
31F.7S
334y66_2.1!!
ZIT+.��`r
GRAPHIC SCALE
369 _
459548.37
1:5123244
330.42
331.92
-
1,50
333.92
lFX7
11111+11111110���
,WI
391 �
_ 45953.75
459530.7E
165116162
IM11611
]76Ba
!2&70
330.20
330.20
1.50
1.50
33237
3=7
Z07
2.07
60
0 3a 60 110
240
392
457I519L17
1951129. 66
328.92
330.M12
1.50
337.46
2M-
JOS
16'fIM,73
326.17
=.SP
1.50
331.78
211
_459497JO
394
395
45947ii
650454.63
1651049-93
w4le"iV
322.47
1 }26,73
_
328.97
_34E23
1.50
1.50 ',
331.13
330.24
2.16
2.01
( IN FEET)
1 inch = 60 ft.
!&IL 023
394
459430.53
18j101 R15
326.te
327.16 _
_1�50�72M
A
2.D6.
NOTES
397
454413.63
1650991.62
321,50
_
537.16
1.50. -
4ZM
2.12
1. Contour Lines Depict Proposed Top of Cover Surface
S98
459397.51
165D970.22
324.8.5
326.35
1.50
2. Points are pfoposed locations from Weever Consultants Group
390
459391.
16S096:.02
3241,9
S26.09
1.50
+'ith 200 added to the point numbers pra4ddetf
L1iJ.{aS.4n 1.
400
4SMOO-00
flWO 0A0
31&32
3152&
0A7
JIa64
1.52
37&ea_
2.00
J. Points 312-319, 343-346, 361-362, and 379-399 have been
LAWRENCE
401
459500,00
1550940.40
_
. 3t498
j14-66
CAD_
314.51
1.53
_ __ _
_
moved to locations on the existing liner
Top ofProtective Cover Yerificafron
40q4596a 0
_-...Y....
1550929.99
_
314.92
_
314.82
0.10
316.42
1.50
- -
4. Points 372, 375, and 376 have been moved to locatios in
ASSOCIATES
the sump area
5. CQA and contractor located existing landfill tie-in areas and
Anson Landfi//Phase 4 Cell
noted differing elevations than the plan design and we verified
106 W. Jefferson St.
an As -Built survey to represent actual rield elevations
6. Points 300-314, 325-326, 330-335, 349-362, 366-369,
Monroe, North Carolina 28112
Anson County NC
396-399, and 401-402 are either on the edge of the liner
P 704-289-1013
7
or 10' inside of the edge of the liner Points w the edge
www.lawrencesurveying.com
have no cow. and the points that we 70' inside average
Firm License Number. C-2856
50016'
% 4- tiri' ma octobw 1� aollrl 8 AEa/
about a foot of cover as they are on the slope of the berm.
Awj

6W� Nom.n _ ewr n Prq-d EihWg 1 E*4+v rw r5er cd V Ym 0>r NOTES
9+6vad4 916vvd4 -E ae49 7qa a"y' o ra �w-rV ovr 1. Contour Lines Depict Proposed Top of Cover Surface
300 459966.55 1651031.36 311.40 _ 311.28 0.12 312.90 I_"a 2. Points are proposed locations from Weaver Consultants Group
301 459976-65 1651036.38 311.10 311.00 0.10 31280 1.5E with 200 added to the point numbers provided
302 4599a7.93 155110MOD 31L90 312e0 0.10 1:4,47 1.57 J. Points 312-319,343-346,361-362, and 379-399 have been
301 59477.93 1691100.00 Si269 312.6o RD9 314.41 T.53 moved to locations on the existing liner
304 4599611.9E 1651200.00 317.41 317,31 Am 518.91 Lye 4. Points 372, 375, and 376 have been moved to /ocatios in
305 4NM, 95 10.5120R00 352457 31722 0.11 siS 83 1,69 the sum area
306 459993.97 165130a0p 32$67 322.58 G.11 32i,Z6 1.59 P
307 459961.90 18E130a00 s2L01 522.51 0.10 4.5a 324.19 _ r 5. COA and contractor located existing landfill tie-in areas and
Sus 45"Salle 18514MOO 326.77 125Ab P.!2 3M,57 1.40 noted differing elevations than the plan design and we verified
J09 4.SB9619S 16514a9"09 _ 3471 7?e.e1 0.1D 32a23 1.s2 an As -Built survey to represent actual field elevations
,110 4S9624.11 M31d96,12 327p2 33l. va am E2854 L" . . .
Stt 4%9k6.13 165140&84 326.95 326.87 0.0E WA 53 L"
312 459997.8E 1651467.44 316.02 317-52 1.60
313 4S%W..a1 m6ms6.97 3m96 317.4E I.50
314 45998Z79 165144&,59 315,96 WAG 1.50
S15 +,79055"S2 1651465.01 316.7E 315.2E 139
315 4599$A09 T651465.36 31667 31637 _ 1"50 YYYd
.111 450990A1 T6514455AT 316.90 318.40 1,50
Wa 459660.y3 _ 165146&27 316.5E _ _ 31i306 1.50
310 48DMG.25 1651467.32 315.52 31SI$ 1.50
320 459p00"00 1651412,51 _ 52&50 329.50 0:00 3MO9 1"SM
321 4$900.00 15514MDD 32&17 326.0E 0"09 SV.72 T.M 322 4E9900.00 1581300.00 S Oa 321.9E 610 123,58 1-50 ."!0' g
323. 4N900.00 _. i55.1200A0 .. 316+70 316:64 0,6 :Iwn 1.52 _ _ ✓�� ;'
IN ;59000.00 fE51100.00 J127a 3126a 0.10 114.33 ].59
h
325. 459945.32 16510M p0 S9411 $9,B2 _ R0o 3T1.45 T.52 •H "�
626 ." +5WAW 16310MM _1mJ58 309 7E OJp 30,42 1.54 H'
327 4599E0.00 1630v65.20 306.81 Sot 74 a(17 310.40 I"59
jib 4599MOC MS027772 307.�7 309.07 0.10 J10.71 1.54
329 459900.00 16E1000p0 309. 82 309-)2 R10 311.33 1.51
330 459a76.1E 1650016.41 307,20 307.20 0.06 WL74 1.53
131 459829.28 165092173 307.47 307.39 406 30&97 1.50
n
3S2 459E14.i1 IBSp000,OO 307.77 307.7i OLDS 309.37 _ IA0 _
im 45960000 16306ea7a _ =..+2 306.11 am J09.72 LOU m
334 45979g 24 1650600.00 300.1p 306,13 0.D6 349.82 1"50
. 333 439800A0 losmo1.34 _ 30&1_3_ Sao? _ and 309.65 1,5p ,9A
31E 414W00 1650954,67 3MJI 306.2T MID 309.91 1.90 N7
337 45SMOO 1651oaau 309.64 X9.54 a1D 311.17 1-51 �.'�',
am 4596.0 ,1* 1E51 TOROO 312.5E 312.40 0.'0 3'1i,lp 1-54 ^ p
379 439600.00 1651200.00 316.21 31G'1 0"1a 317.72 1,51�
340 459800.0D 1851300.00 371"45 32T,35 0.10 32504 1.59
341 459600.0E 1631400.00 32537 325.JO 0-07 3266E i, 52 '
342 4SSSM(la 185141414 3$&99 125E9 a1D 327,50 1.61 y�
343 4597n0 _ 165146942 _ 315.77 _ 377.27 1.90
344 459752.54 1651473.1E 31428 3Ts.ra +,50
345 459722-46 1651474,22 3:453 ]1601 1,50 y
34E 439693.0 1651,a74,31 314.1¢ 31550
347 45976&06 16514Tb74 325.9T ]25b1 0,10 377"47 1,50
348 45970000 1650900.00 31049 310.47 0.02 311.99 1.50
349 459700.00 16500SZ15 310.43 31034 0.09 311.99 I.SO
A
350 459700.00 1650871.74 31040 330.39 0.10 311.92 1,52 I
�b 351 459756.29 1650855.34 309.33 309.27 R00 310.♦p 1.52 b 352 459754.23 1650866,36 30937 309,27 0.10 310,8E _ I.S1
353 459757,09 1657000.00 J093a 309.52 a04 311.10 154 yyry
354 459700.00 1651000.00 310,93 312 10.83 0.10 3.47 L54
355 459700.00 1651060 3J 311.22 311.12 0.10 _ 312.73 1.51
356 459700,00 1651100.00 312.38 31231 0.07 313.93 1.55
357 469.1oam w580ao6 3T5.01 3mn aw 317.3] T.62
386 4397M 00 T8G1J00.00 ]20.53 320,73 R1D =33 1.So
J59 4597=00 163140R00. 374.0E 374.6E a 3Q6.47 1_51 ^ gyp•-• -
360 499700.00 1651ub,7] 321,67 325,57 0.10 527,23 166
Mt 4506ai"'35 165147A30 31T.53 31ktr3 150
352 _ 4s95uy51 1651475," 30&12 -Me 62 1.50
303 459611.1R 115141824 UIL56 U&S4 0.0$ 327.11 1.56
3E4 45065k46 1951411-37 326,09 32C54 0.45 320.03 1.54
365 459682.46 1651109,00 312'J1 312$1 110 31164 1.Ei
766 45963&72 1650900.09 311.85 311,60 O.OS 31341. I.W
307 +5W2-96 1050900.00 312.62 J1252 O.tO 31w29 1.58
.168 459600.00 1650900.8E 31L60 31260 &02 3IC23 1.X6 yqP
365 459600A0 1650811.E 31274 31264 aT0 314,31 1.57 y
370 459600.00 165100000 313,18 313.18 Q00 314.69 1.51
371 459600.00 1651100.00 313.72 31366 Q04 315.25 1.53 _
!72 _ 45961a73 1651474_11 304.97 306.55 1,58
373 459600.00 1651166.01 314.12 314.10 0.02 315.62 1,50 � ^
374 459600.00 1651200.00 315.46 315.46 0.00 31697 1-51 y'.' 111111111111 ry+r 375 459590.76 1651475.04 301.69 303.29 1.60 C1Alfi 74
376 459595.7E 1651.30707 32.1.51 +� 4]11�1� y+`'
377 459600.00 1651391391.7E 7E J2394 323.93 0.01 325.4949 1.55
378 459518.99 1651400.00 324 40 324.32 0.08 32590 1-50 -
_379 _ 459581.80 _ 185148a73 298.30 26990 ,-50 _ SEAL _-
38o 459556a6 1651459.02 30958 311,0E 1.50 -'S L-4359
381 _ 45M&3,02 1651V3,01 31710 31869 1.50
382 a59578.57 1651408.74 32434 M&Jt4 1.50
3B3 459575.15 185136a45 330.56 3J2.06 1.50
75
385 46s574,03 101351 99 331.20 332.70 1.50 ,'7r7j7j7TIIIILLL 31643},
386 _ 459571,47 T051329.37 33115 332.E_5 1.50
387 459654E4 651270" 33108 332.5E 1.50
88
3_ 459557.53 t651 $70.46 331,pf 132.54 1.50
389 459548.J7 505123244 330.42 331.92 1.50
_ J90 459541.35 1651199.41 _ _328_.64 _ _ _ Wa" 1.30 391 459530.76 1651163.62 328-70 33 _ 0.20 i.50 7-/2- 0 Z 3
392 459519417 _ 16_51129.86 328_92 _._ _ _ 330.42 1.50
393 458497.18 1651099.73 320.17 329.67 1.50
394 _ 459473.85 _ 1651069.93 327.47 _ 328.97 1.50
395 _ 459154.fi3 1651044.85 326.73 328.23 1,50
396 459430.53 1651014.15 326.16 327"66 1.50
397 459413.63 _ 1650991.62 32UD _ 327.10 1.50
398 459397.51 1650970.22 324"85 _ _ 326.35 1.50 _
399 459393.44 1650961.02 _ 324.59
36.15
40459500,00 1651000.00 315.32 315,25 0.07 31684 152
401 459500.00 1850940.40 314.98 314.88 0.10 315-51 1.53
LAW RE N C E
402459500.00 1650929.99 314.9314.820.10316.42 1.50 4 TrA Too of Clav Verifiction
GRAPHIC SCALE
30 0 40 60 160 329
( IN FEET )
1 ineb = 80 ft.

,7-t 1 z
Pape
--
Proyo4d .. ObMy Agoarq �9 r4n �r EvY1e.p Iq Law
wam54rs
N +n.n
rme._rr
s>.6v� _suba�!.-�9
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300
459986.55
1651031.35
311.46
311.20
0.12
- 301
4M76.63
- 1651036-18
_ 311.10
311.% -
D-10
3D2
459957.0
1651100.00
312.90
31280
0.10
303
459977.93
1651100,1W
312.89
312.80
p.09
304
459984-95
1651206C0
117.41
317.31
000
305
4$0079-95
16512a0.00
317.33
JA22
0.,1
,1W
438991.97
1051300,00
322.87
172.56
0.11
307
459981.96
1651.1=00
322.61
327.6,
0.10
300
4599939!
1651400,00
_326.77
326.65
0.12
3D9
459983.98
1651400.00
326.71
326.61
0.10
310 _
459994.11
1651406.12
327_02 _
326.93
009
311
459984.13
1651406.54
326.95
326.87
0.08
312
459997.86
1651467.44
316.02
313
459987.81
1651466.97
315.96
314
459982.79
165146&59
315.95
315
459955.52
1651465.61
316.76
316
459925.09
1651465,36
316.87
317
459890.31
1651466.31
310.90
,
_ 318
_ 459880.53
1651466.27
_ 31IL58
319
459819.25
1651467.32
316.62
320
45990600
165141251
326.50 _
326.50
_ 0.00_
321
459900.00
_ 1651400.00
_ 326.17 _
326.00
0.09
322
459900.00
1651300.00
_ 322-08
321.98
0.10 ,
323
459900.00
1651200.00
316.70
316.64
0.06
_ 324
_ 45_9900.00
_ 1651100.00
312.74
312.64
0.10 _
325
459945.52
1651000.00
309.91
309.82
0.09
326
459929.06
_ 1651000.00
309.88
309.78
0.10
327
459900.00
1650965.20
308.81
308.74
0.07
_326_
_
459900.00
_
•10.50➢7i'7P._
_
3 57
309.07
_ 0.10
329
459900.00
1651000.00
309.82
309.72
0.10 ,
A30
l6
_ I.849781�41
_ T07.x16
�P829 _
BA6
331
459829.28
1650923.73
307.47 _
307.39
0.08
332
459814.71
_ 1650900.00
_ 307.77
0.06
333
459800.00
165D886.76
__307.71_
30&12
309.11
Q01
334
459796.24
1650900.00
_
JM10
SOG}3
0.06
335
4,59800.00
165D901.34
30&15
308.07
0.08 -
336
459800.00
183095467
30&31
308.21
0.10 '
337
ASSM00
16510a0.00
309.64
300.54
0.10
376
469600.00
:65:100.00
3125W
31249
a.1a
330
+s9e¢a,00.
65200p0__.
31"I
316_,11
.. M10
340
15p800,00
1651300-00
321,46
321.36
0.10
341
459800.00
1651400.00
325.37
325.30
0.07
342
459800.00
1651418.14
325.99
325.80
0.10
343
459783.93
1651489.62
315.77
,
344
459752.54
165147316
314.28
345
459722.48
1651474.22
314.53
345
45%9102
1651474.31
314.10
347
4yy788.08
1651418.74
325,91
32521
.
0.10 ,
548
459700.a0
1650900.00
ya.49
310.47
0,02
349
459700.0a
1650887AS
310.43
31034
am
,ZO
4.%Mp 00
1650871.74
3,0.40
31410
0.,C
331
{597$8,29
1850655:34
009.35
3P9,21
Q06 -
352
4547]4.23
1650E86.35
_0N 37
309.27
0.10 .
353
450717,02
16510MOO
309.56
309.52
0.04
354
459700.00
1651000.00
310._93
310.53
0.10
336
_
4SWIONM
_ 1861amm
31142
mull,
Qt8
356
459700.00
1651100.00
312 38
31231
_
0.07
357
_
4597"
1651200.00
315.81
31&72
_ 0.09
358
459700.00
16513ag00
320.83
320.73 ,
M10 Y ,
350
459700A0
,8s140MOD
324.96
324.86
0.10
380
439700.00
195741L73
325.67
325.57
'
0.10 .
391
459065.53
1E51475.30
311.53
362
s69610.j,
1651475,+8
30&19
1
110
4'9081.12
1661416-24
.N2 _56
32554
6-02
364
459654.46
1651411.37
325,09
324.64
0.45 ,
365
459862.46
1651100.00
312.31
312.21
0.10
Se6
459676.72
1670000A0
_ _Sit,
]41.00
Q.05
367
459602.95
1650900 00
31262
_
312-52
- - -
0.10
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459600.00
_ 165Q9pgli6
31_289
]!mw
__609
369
459600.00
1650911-28
.11174
312.64
a-10
370
459600.00
1851000.00
313.ie
313.18
0.0p
371
45:600.00
165i100-O0
31172
313-68
OA4
372
459918.7s
1551474,11
_
304,97
373
459600,Oa
1651166A1
am$2
314.10
am
.774
4yySMOO
19517oa00
M5.4e -
315.iG
0.00 -
.175
459590.7E
1651475.04
376
459595.76
1651460.04
307.07
377
459600.00
1851391.7E
J23.94
323.93
Gal
378
49NAL119
1651400.00
32440
324.32
008
379
459SMAD
16S14e&73
29&LW j
__380
4$9686.88_
1651459,02
JORSB .
381
459583.02
1651433.01 4
_ 347.19
362
4595755?
1651405,76
324,34 _
383
+065'r14E
165136545
330.56
394
459574.85
1651355.7e
3s1.00
365
459574.0.3
16S1341.95
331.20
U6
459571-47
1651329.37
331.15
'87
46958464
1651294.41
331.06
388
459557.53
1651270.08
331.D4
_ 389
459548.37
165123244
3J0.42
390 1
459541.35
1651199.41 �'
_
325.64
3?1. ,
45953q?..76
1881163.6'2
32870 -
.
392 1
459519.17
1651129.86
328.92
393 _
459497.1E
f651099.73
32&17 _
]94
45947385
165106993
327.47
395
45945463
1&51044.85
J26.73
306
459436S3
168 014.15
32&16
397
462413.63
1660991.62
-125.60 .-
096
459397.$1
,650970,22
324e6
399
4NN3, 4
m50961.OS
324.59
400
459500.00
1651a00.OD
313.32
315.25
0.07
401
459500.00
1550940.4D
314.98
314.88
0.10
_ 402
L 459500.00
_ 1550929.99
314.92 1
314A2 1
0.10
GRAPHIC SCALE
I I
( IN FEET )
1 inch = 80 fL
eye
�b
7
A
NOTES
1. Contour Lines Depict Proposed Top of Cover Surface
2. Points are proposed locations from Weaver Consultants Group
with 200 added to the paint numbers provided
3. Points 312-319,343-346,361-362, and 379-399 have been
moved to locations on the existing liner
4. Points 372, 375, and 376 have been moved to locatios in
the sump area
5. COA and contractor located existing landfill tie-in areas and
noted differing elevations than the pion design and we verified
an As -Built survey to represent actual field elevations
.�,II'H CART p, ''00
'RESEAL r
- LL-4358 -
+reerryfNtl,1N�

APPENDIX A
LISTING OF MONITORING
AND INSTALLATION
PERSONNEL

Homero Telles
Geomembrane Experience Resume - 2022
Supervisor on the following job sites:
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette - GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High ReservoirM1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New HanoverGFFR
Wilmington - NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP400
72,858
60 mil HDPE
1,000
Third High Reservoir M1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
WiIminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Homero Telles
Geomembrane Experience Resume - 2021
SUPERVISOR on the following job sites:
Material
Quantity
Project
Location
Date
40 Mil LLDPE
1,656,000
New Hanover
Wilmington - NC
Mar-21
400-2-8 Geocomposite
1,617,330
40 Mil
673,000
Hamblen
Morristown - TN
Jul-21
Geocomposite
673,000
60 Mil HDPE
214,251
Meadow Branch
Athens - TN
Jul-21
Geocomposite
161,588
16oz
52,663
30 Mil Raincover
160,550
60 Mil HDPE
1,092
BGE Substation Arlington
'Baltimore - MD
Aug-21
10oz NW
1,092
GCL
172,100
Pittsylvania
Dry Fork - VA
Sep-21
60 Mil
172,100
Geocomposite
172,100
GCL
512,662
Fredrick County LF
'Winchester - VA
Oct-21
160 Mil
514,280
16oz
514,280
Geocomposite
57,406
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Homero Telles
Geomembrane Experience Resume - 2020
SUPERVISOR on the following job sites:
Material
Quantity
Project
Location
Date
50 Mil HDPE Textured
1,639,440
New Hanover County Landfill
Wilmington -NC
Mar-20
GCL
1,639,440
Cell 9 -10A
Geocomposite
819,720
Rain Cover
330,260
,60 Mil HDPE Textured
258,075
Volunteer Landfill Cell8C
Oneida -TN
Jul-20
Geotexti le
244,642
Geocomposite
23,120
160 Mil HDPE Textured
368,412
Hopkins Co Landfill
White Plans - KY
Aug-20
GCL
368,412
Geocomposite
386,412
-60 Mil HDPE Textured
192,602
Anson Landfill Phase 3 Cell 2
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
50 Mil HDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotexti le
396,164
Geocomposite
22,000
60 Mil HDPE Textured
576,610
Lakeway Landfill Cell 5
Morristown -TN
Nov-20
Geotextile
553,300
GCL
144,670
Rain Cover
555,660
60 Mil HDPE Textured
690,750
Sampson County Cell 11
Roseboro - NC
Nov-20
60 Mil HDPE Smooth
220,000
Geocomposite
910,750
GCL
7,500
Rain Cover
600,000
60 Mil HDPE
253,975
Shenandoad Landfill
Edinburg -VA
Dec-20
Geocomposite
251,650
Rain Cover
31,333
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Pablo Balderas
Geomembrane Experience Resume - 2022
QC on the following job sites:
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette -GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New Hanover GFFR
Wilmington -NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP4OO
72,858
60 mil HDPE
1,000
Third High ReservoirM1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47.685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
Wilminbgton -NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Pablo Balderas
Geomembrane Experience Resume - 2021
QC on the following job sites:
Material
Quantity
Project
Location
Date
40 Mil LLDPE
400-2-8 Geocomposite
1,656,000
1,617,330
New Hanover
Wilmington - NC
Mar-21
40 Mil
Geocomposite
673,000
673,000
(Hamblen
Morristown - TN
Jul-21
60 Mil HDPE
Geocomposite
16oz
30 Mil Raincover
214,251
161,588
52,663
160,550
Meadow Branch
Athens - TN
Jul-21
60 Mil HDPE
10oz NW
1,092
1,092
BGE Substation Arlington
Baltimore - MD
Aug-21
GCL
60 Mil
Geocomposite
172,100
172,100
172,100
Pittsylvania
Dry Fork - VA
Sep-21
GCL
130 Mil
16oz
Geocomposite
512,662
514,280
514,280
57,406
Fredrick County LF
Winchester - VA
Oct-21

Pablo Balderas
Geomembrane Experience Resume - 2020
QC on the following job sites:
Material
Quantity
Project
Location
Date
50 Mil HDPE Textured
1,639,440
New Hanover County Landfill
Wilmington -NC
Mar-20
GCL
1,639,440
Cell 9 -10A
Geocomposite
819,720
(Rain Cover
330.260
50 Mil HDPE Textured
258,075
'Volunteer Landfill Cell 8C
Oneida -TN
Jul-20
,Geotextile
244,642
,Geocomposite
23,120
60 Mil HDPE Textured
368,412
Hopldns Co Landfill
White Plains - KY
Aug-20
-GCL
368,412
Geocomposite
386,412
50 Mil HDPE Textured
192,602
.Anson Landfill Phase 3 Cell 2
IPolkton -NC
Aug-20
-Geocomposite
192,602
-GCL
192,602
50 Mil HDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga -PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
160 Mil HDPE Textured
576,610
Lakeway Landfill Cell 5
(Morristown -TN
Nov-20
Geotextile
553,300
GCL
144,670
Rain Cover
555,660
60 Mil HDPE Textured
690,750
Sampson County Cell 11
Roseboro -NC
Nov-20
60 Mil HDPE Smooth
220,000
Geocomposite
910,750
GCL
7,500
Rain Cover
600,000
60 Mil HDPE
253,975
Shenandoad Landfill
Edinburg -VA
Dec-20
Geocomposite
251,650
Rain Cover
31,333
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Juan Antonio Ramos
Geomembrane Experience Resume - 2022
Technician on the following job sites:
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette - GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LOPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
,60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
.60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New Hanover GFFR
Wilmington -NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP400
72,858
60 mil HDPE
1,000
Third High ReservoirM1
Washington D. C.
Apr-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington - NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
Wilminbgton -NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Juan Antonio Ramos
Geomembrane Experience Resume - 2021
Technician on the following job sites:
Material
Quantity
Project
Location
Date
40 Mil LLDPE
400-2-8 Geocomposite
1,656,000
1,617,330
New Hanover
Wilmington - NC
Mar-21
40 Mil
Geocomposite
673,000
673,000
Hamblen
Morristown - TN
Jul-21
60 Mil HDPE
Geocomposite
16oz
30 Mil Raincover
214,251
161,588
52,663
160,550
Meadow Branch
Athens - TN
Jul-21
60 Mil HDPE
10oz NW
1,092
1,092
BGE Substation Arlington
Baltimore - MD
Aug-21
GCL
60 Mil
Geocomposite
172,100
172,100
172,100
Pittsylvania
Dry Fork - VA
Sep-21
GCL
60 Mil
16oz
Geocomposite
512,662
514,280
514,280
57,406
Fredrick County LF
Winchester - VA
Oct-21

Juan Antonio Ramos
Geomembrane Experience Resume - 2020
TECHNICIAN on the following job sites:
H
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
323,388
National Server -All Landfill
Fort Wayne, IN
Jul-20
Geotextile
319,405
40 mil LLDPE Textured
135,000
Amos Plateau Pond
Winfield, WV
Jul-20
Geotextile
258,607
Fabric Form
19,718
60 mil HDPE Textured
263,814
623 Landfill Cell 9
Rockville, VA
Jul-20
Geotextile
245,414
60 mil HDPE Textured
192,602
Anson Landfill Ph 3 Cell 2
Polkton, NC
Aug-20
Geocomposite
192,602
GCL
192,602
60 mil HDPE Textured
434,700
Twin Chimney Landfill
Honea Path, SC
Oct-20
Geocomposite
436,305
Unit 4 Cell 2
GCL
471,975
(Rain Cover
442,800
45 mil LLDPE
798,835
Micron Pond Improvements
Manassas , VA
Oct-20
Geotextile
273,171
30 mil HDPE Textured
1,048,220
Wetzel County Landfill
New Martinsville, WV
Oct-20
60 mil HDPE Textured
45,000
Temp Cap & Piggyback Cell
Geocomposite
45,000
Anchor Down
1,048,220
50 mil HDPE Textured
576,610
Lakeway Landfill Cell 5
Morristown, TN
Nov-20
Geotextile
553,300
GCL
144,670
Rain Cover
555,660
160 mil HDPE Textured
1,466,000
Millersville Landfill Subcell 9.2
Severn, MD
Dec-20
Geocomposite
1,466,000
-GCL
2,440
Rain Cover
580,000
160 mil HDPE Textured
466,200
Ritchie Rubble Cell C Subcell 1
Upper Marlboro, MD
Dec-20
-Geocomposite
466,200
Geotextile
466,200
GCL
466,200
Hallaton, Inc.-1206 Sparks Rd. -Sparks, MD 21152

Josue Guerrero Geomembrane
Experience Resume - 2022
Technician on the following job sites:
Material
Quantity
Project
Location
Date
40 mil LOPE Smooth
183,268
Plant Scherer
Juliette - GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro -NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
IDS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New Hanover GFFR
Wilmington -NC
Mar-22
Geocomposite IDS
1,399,575
S nthetex H drotex FP400
72,858
130 mil HDPE
1,000
Third High Reservoir M1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
130 mil HDPE Textured
402,392
IDS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington - INC
Sep-22
GT Wind Ballast
39,880
'Temp Closure Vent Geocomposite
4,775
150 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
WiIminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Josue Guerrero
Geomembrane Experience Resume - 2021
Technician on the following job sites:.
Material
Quantity
Pro"ect
Location
Date
.40 Mil LLDPE
1,656,000
New Hanover
Wilmington - NC
Mar-21
400-2-8 Geocomposite
1,617,330
.40 Mil
673,000
Hamblen
Morristown - TN
Jul-21
Geocom osite
673,000
60 Mil HDPE
214,251
Meadow Branch
Athens - TN
Jul-21
Geocomposite
161,588
16oz
52,663
.30 Mil Raincover
160,550
160 Mil HDPE
1,092
BGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
172,100
Pittsylvania
Dry Fork - VA
Sep-21
160 Mil
172,100
Geocomposite
172,100
GCL
512,662
Fredrick County LF
Winchester - VA
Oct-21
160 Mil
514,280
16oz
514,280
•Geocomposite
57,406
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 y - J

Josue Guerrero
Geomembrane Experience Resume - 2020
Technician on the following job sites:
Material
Quantity
Project
Location
Date
60 Mil HDPE Textured
1,639,440
INew Hanover County Landfill
'Wilmington -NC
Ma720
GCL
1,639,440
Cell 9 -10A
Geocomposite
819,720
Rain Cover
330,260
60 Mil HDPE Textured
258,075
'Volunteer Landfill Cell 8C
Oneida -TN
Jul-20
Geotextile
244,642
GeocomDOSlte
23,120
,60 Mil HDPE Textured
368,412
IHopldns Co Landflil
White Ptahs- KY
Aug-20
GCL
368,412
Geocomposite
386,412
60 Mil HDPE Textured
192,602
,Anson Landfill Phase 3 Cell 2
Polkton -NC
Aug-20
Geocomposite
192,602
GCL
192,602
50 Mil HDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
60 Mil HDPE Textured
576,610
Lakeway Landfill Cell 5
Morristown -TN
Nov-20
Geotextile
553,300
GCL
144,670
Rain Cover
555,660
60 Mil HDPE Textured
690,750
Sampson County Cell 11
Roseboro - NC
Nov-20
60 Mil HDPE Smooth
220,000
Geocomposite
910,750
GCL
7,500
Rain Cover
600,000
60 Mil HDPE
253,975
Shenandoad Landfill
Edinburg -VA
DeC-2,0
Geocomposite
251,650
Rain Cover
31,333
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Oziel Cardenas
Geomembrane Experience Resume - 2022
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
Rain Cover
320,310
Blue Ridge Rain Cover
Buena Vista, VA
Feb-23
Rain Cover
527,139
Frederick Co LF Berm & Rain Cover
Winchester, VA
Mar-23
Berm Flaps
1,382
50 mil LLDPE MlcroDrain
1,714,114
Winnebago Closure West
Rockford, IL
Apr-23
8 oz NW Geotextile
1,714,114
60 mil HDPE Geomembrane
1,025,328
Winnebago Cell E6
Rockford, IL
Aug-23
8 oz NW Geotextile
1,025,328
4 oz NW Geotextile
991,803
GCL - Surrip
3,423
60 mil HDPE Textured
413,765
Livestock Road LF
Rustburg, VA
Sep-23
16 oz NW Geotextile
411,437
12 mil Rain Cover
411,437
60 mil HDPE Textured
302,682
Roxana LF
Edwardsville, IL
Nov-23
4 oz NW Geotextile
280,462
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Oziel Cardenas
Geomembrane Experience Resume - 2021
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
HD - 60 IDS MicroSpike
521,820
Eastern Sanitary LF Phase XII
White Marsh - MD
Mar-21
Bentomat DN
521,820
16oz Geotextile
515,500
10oz Geotextile
458,100
330-2-8 Geocomposite
83,400
R12BV - DuraSkrim
565,275
GCL
135,934
Ritchie Rubble - Cell E2
Upper Marlboro
Mar-21
150 Mil HDPE
142,638
MD
330-2-8
130,552
10oz
138,118
30 Mil HDPE
16,565
Back River 1
Essex - MD
Mar-21
.40 Mil HDPE
39,542
Oakmont CC Pond
Oakmont - PA
Mar-21
HD - 60 IDS Textured White
1,466,000
'Millersville Raincover
Severn - MD
Apr-21
450-2-8 Geocomposite
1,466,000
BentoLiner - NWLL
10,688
R20WWK - DuraSskrim
580,000
30 Mil
435,600
Keystone Temporary Cap
iDumore - PA
Apr-21
Wind Ballast
435,600
50 Mil LLDPE MicroDrain
2,360,952
Mine 84
Bentleyville - PA
May-21
8oz
2,360,952
30 Mil PVC
254,470
Corsa Coal Schrock Run
Central City - PA
May-21
GCL
326,658
Honey Go
Perry Hall - MD
Jul-21
60 Mil
326,658
Geocomposite
326,658
Raincover
138,600
60 Mil HDPE
214,251
Meadow Branch
Athens - TN
Jul-21
Geocomposite
161,588
16oz
52,663
30 Mil Raincover
160.550
60 Mil HDPE
1,092
BGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
40 Mil HD
1,414,729
Pioneer Temp Cap
Birdsboro - PA
Aug-21
Ballast
1,414,729
Hallaton, Inc.-1206 Sparks Rd. -Sparks, MD 21152

Oziel Cardenas
Geomembrane Experience Resume - 2020
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
130 Mil HOPE Textured
1,639,440
New Hanover County Landfill
Wilmington -NC
Mar-20
GCL
1,639,440
Cell 9 -10A
+Geocomposite
819,720
Rain Cover
330,260
150 Mil HDPE Textured
258,075
Volunteer Landfill Cell 8C
Oneida -TN
Jul-20
Geotextile
244,642
Geocomposite
23,120
130 Mil HDPE Textured
368,412
Hopkins Co Landfill
White Plains - KY
Aug-20
GCL
368,412
Geocomposite
386,412
50 Mil HOPE Textured
192,602
Anson Landfill Phase 3 Cell 2
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
150 Mil HDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
160 Mil HDPE Textured
576,610
ILakeway Landfill Cell 5
Morristown -TN
Nov-20
Geotexti le
553,300
GCL
144,670
Rain Cover
555,660
.60 Mil HOPE Textured
690,750
Sampson County Cell 11
IRoseboro - NC
Nov-20
60 Mil HOPE Smooth
220,000
Geocomposite
910,750
GCL
7,500
Rain Cover
600,000
60 Mil HDPE
253,975
Shenandoad Landfill
(Edinburg -VA
Dec-20
Geocomposite
251,650
Rain Cover
1 31,333
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Rogelio Velazquez
Geomembrane Experience Resume - 2022
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette -GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe BemV Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New Hanover GFFR
Wilmington -NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP400
72,858
60 mil HDPE
1,000
Third High Reservoir M1
Washington D. C.
Apr-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
:20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
150 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
Wilminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Rogelio Velazquez
Geomembrane Experience Resume - 2021
TECHNICIAN on the following job sites:
I:I
Material
Quantity
Project
Location
Date
.40 Mil LLDPE
1,656,000
New Hanover
Wilmington - NC
Mar-21
.400-2-8 Geocomposite
1,617,330
40 Mil
673,000
Hamblen
Morristown - TN
Jul-21
Geocomposite
673,000
,60 Mil HDPE
214,251
Meadow Branch
.Athens - TN
Jul-21
Geocomposite
161,588
16oz
52,663
30 Mil Raincover
160,550
60 Mil HDPE
1,092
IBGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
172,100
IPittsylvania
Dry Fork - VA
Sep-21
60 Mil
172,100
Geocomposite
172,100
GCL
512,662
(Fredrick County LF
Winchester - VA
Oct-21
60 Mil
514,280
16oz
514,280
Geocomposite
57,406
Hallaton, Inc.-1206 Sparks Rd. --Sparks, MD 21152

Rogelio Velazquez
Geomembrane Experience Resume - 2020
TECHNICIAN on the following job sites:
FS
T
Material
Quantity
Project
Location
Date
60 Mil HDPE Textured
1,639,440
New Hanover County Landfill
'Wilmington -NC
Mar-20
GCL
1,639,440
Cell 9 -10A
Geocomposite
819,720
Rain Cover
330,260
60 Mil HDPE Textured
258,075
Volunteer Landfill Cell 8C
Oneida -TN
Jul-20
Geotextile
244,642
Geocomposite
23,120
60 Mil HDPE Textured
368,412
Hopkins Co Landfill
White Plains - KY
Aug-20
GCL
368,412
Geocomposite
386,412
60 Mil HDPE Textured
192,602
Anson Landfill Phase 3 Cell 2
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
50 Mil HDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
60 Mil HDPE Textured
576,610
Lakeway Landfill Cell 5
Morristown -TN
Nov-20
Geotextile
553,300
GCL
144,670
(Rain Cover
555,660
150 Mil HDPE Textured
690,750
Sampson County Cell 11
Roseboro - NC
Nov-20
60 Mil HDPE Smooth
220,000
Geocomposite
910,750
GCL
7,500
(Rain Cover
600,000
60 Mil HDPE
253,975
Shenandoad Landfill
(Edinburg -VA
Dec-20
Geocomposite
251,650
iRain Cover
31,333
Hallaton, Inc.-1206 Sparks Rd. -Sparks, MD 21152

Luis Mancilla
Geomembrane Experience Resume- 2022
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette -GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
-60 mil HDPE
1,000
Third High Reservoir MI
Washington -D.C.
Mar-22
.60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New HanoverGFFR
Wilmington -NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP400
72.858
60 mil HDPE
1,000
Third High Reservoir M1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily -KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
Wilminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Luis Mancilla
Geomembrane Experience Resume - 2021
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
GCL
326,658
IHoneyGo Cell 8
Perry Hall - MD
Jul-21
60 Mil
326,658
Geocomposite
326,658
Raincover
138,600
60 Mil HDPE
211,060
Corsa Coal Schrock Run
Berlin - PA
Jul-21
10oz
228,375
50 Mil LLDPE
598,000
idge Moor Closure
Wilmington - DE
Jul-21
10oz
590,625
40 Mil
673,000
Hamblen LF
Morristown - TN
Jul-21
Geocomposite
673,000
40 Mil HD
1,414,729
(Pioneer Temp Cap
Birdsboro - PA
Aug-21
Ballast
1,414,729
60 Mil HDPE
1,092
IBGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
31,000
Webster Co LF
Webster Springs -
Sep-21
Geocomposite
31,000
Wv
50 Mil LLDPE
31,000
10oz
31,000
60 Mil
150,300
EKPC Tank Liner
Winchester - KY
Oct-21
10oz
108,900
i80 Mil
910
BGE Substation Baynesville
Oct-21
10oz
910
(Liner
2,685
PEPCO Substation Norbeck
Rockville - MD
Oct-21
160 Mil HDPE
186,028
Laurel Ridge
(Lily - KY
Nov-21
Geocomposite
203,328
GCL
186,028
60 Mil
472,578
Conestoga
Morgantown - PA
Nov-21
Geocomposite
228,538
GCL
228,538
16oz
228,538
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Luis Mancilla
Geomembrane Experience Resume - 2020
Laborer on the following job sites:
H
Material
Quantity
Project
Location
Date
Raincover
98,000
Cherokee County Landfill
Marble - NC
May-20
40 Mil HDPE Textured
160,997
Commonwealth Landfill Closure
Hegins - PA
(May-20
Geocomposite
160,997
ES4 HFA Axler Coletanche
26,135
Lower Handelong Reservior Coletanche
Bangor - PA
;May-20
60 Mil HDPE Textured
56,016
382 Rte 72 Install
Manahawkin - NJ
iMav-20
60 Mil HDPE Smooth
41,400
Ritchie Cell E Subcell 2
Upper Marlboro - MD
Jun-20
Geocomposite
46,690
Geotextile
171,000
GCL
37,200
60 Mil HDPE Textured
258,075
Volunteer Landfill Cell 8C
Oneida - TN
Jul-20
Geotextile
244,642
Geocomposite
23,120
60 Mil HDPE Textured
192,602
Anson Landfill
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
60 Mil HDPE Textured
647,430
Conestoga Landfill
Morgantown - PA
Aug-20
Geocomposite
317,636
Geotextile
317,636
GCL
317,636
100 Mill HDPE Textured
1,433,130
Lycoming County Landfill -1929
Montgomery - PA
Sep-20
Geocomposite
1,429,990
Geotextile
1,621,800
GCL
699,750
60 Mil HDPE Textured
723,800
Vienna Junction Cell Phase 1 & 2
Erie - MI
Sep-20
Geocomposite
718,100
GCL
718,100
30 Mill HDPE Textured
1,048,220
'Wetzel County Landfill Temp Cap
New Martinsville - WV
Oct-20
60 Mil HDPE Textured
45,000
Geocomposite
45,000
Anchor Down
1,048,220
-50 Mil LLDPE Textured
396,164
'Frey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
80 Mil HDPE Textured
504,425
•Pioneer Crossing Cell C7
Birdsboro - PA
Oct-20
160 Mil HDPE Textured
504,425
Geocomposite
504,425
Geotextile
504,425
GCL
504,425
40 Mil PVC
111,573
Guildford Reservior
Baltimore - MD
Oct-20
50 Mil HDPE Textured
1,466,000
Millersville Landfill Subcell 9.2
Severn - MD
Dec-20
Geocomposite
1,466,000
GCL
2,440
IRaincover
580,000
50 Mil HDPE Textured
521,820
(Eastern Sanitary Landfill
White Marsh - MD
Dec-20
Geocomposite
83,400
Geotextile
973,600
GCL
521,820
(Rain Cover
565,275
Hallaton, Inc.-1206 Sparks Rd. -Sparks, MD 21152

Marcelo Lopez
Geomembrane Experience Resume- 2022
Laborer on the following job sites:
W
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette -GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New Hanover GFFR
Wilmington - NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP4O0
72,858
60 mil HDPE
1,000
Third High ReservoirM1
Washington D. C.
Apr-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
WiIminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Marcelo Lopez
Geomembrane Experience Resume - 2021
Laborer on the following job sites:
H
Material
Quantity
Project
Location
Date
GCL
326,658
HoneyGo Cell 8
Perry Hall - MD
Jul-21
60 Mil
326,658
Geocomposite
326,658
Raincover
138,600
60 Mil HDPE
211,060
Corsa Coal Schrock Run
Berlin - PA
Jul-21
100z
228,375
50 Mil LOPE
598,000
Edge Moor Closure
Wilmington - DE
Jul-21
100z
590,625
40 Mil
673,000
Hamblen LF
Morristown - TN
Jul-21
Geocomposite
673,000
40 Mil HD
1,414,729
(Pioneer Temp Cap
Birdsboro - PA
Aug-21
Ballast
1,414,729
60 Mil HDPE
1,092
IBGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
31,000
Webster Co LF
Webster Springs -
Sep-21
Geocomposite
31,000
WV
50 Mil LLDPE
31,000
100z
31,000
60 Mil
150,300
EKPC Tank Liner
Winchester - KY
Oct-21
100z
108,900
60 Mil
910
IBGE Substation Baynesville
Oct-21
10oz
910
(Liner
2,685
IPEPCO Substation Norbeck
Rockville - MD
Oct-21
60 Mil HDPE
186,028
Laurel Ridge
Lily - KY
Nov-21
Geocomposite
203,328
GCL
186,028
60 Mil
472,578
Conestoga
(Morgantown - PA
Nov-21
Geocomposite
228,538
GCL
228,538
16oz
228,538
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Marcelo Lopez
Geomembrane Experience Resume - 2020
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
Raincover
98,000
Cherokee County Landfill
Marble - NC
May-20
40 Mil HDPE Textured
160,997
Commonwealth Landfill Closure
Hegins - PA
May-20
Geocomposite
160,997
ES4 HFA Axler Coletanche
26,135
(Lower Handelong Reservior Coletanche
Bangor- PA
May-20
60 Mil HDPE Textured
56,016
:382 Rte 72 Install
Manahawkin - NJ
May-20
60 Mil HDPE Smooth
41,400
(Ritchie Cell E Subcell 2
Upper Marlboro - MD
Jun-20
-Geocomposite
46,690
Geotextile
171,000
GCL
37,200
60 Mil HDPE Textured
258,075
'Volunteer Landfill Cell 8C
Oneida - TN
Jul-20
Geotextile
244,642
Geocomposite
23,120
160 Mil HDPE Textured
192,602
Anson Landfill
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
60 Mil HDPE Textured
647,430
Conestoga Landfill
Morgantown - PA
Aug-20
Geocomposite
317,636
Geotextile
317,636
GCL
317,636
100 Mill HDPE Textured
1,433,130
ILycoming County Landfill -1929
Montgomery - PA
Sep-20
Geocomposite
1,429,990
Geotextile
1,621,800
GCL
699,750
60 Mil HDPE Textured
723,800
Vienna Junction Cell Phase 1 & 2
Erie - MI
Sep-20
Geocomposite
718,100
GCL
718,100
30 Mill HDPE Textured
1,048,220
Wetzel County Landfill Temp Cap
New Martinsville - WV
Oct-20
60 Mil HDPE Textured
45,000
Geocomposite
45,000
Anchor Down
1,048,220
50 Mil LLDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
80 Mil HDPE Textured
504,425
Pioneer Crossing Cell C7
Birdsboro - PA
Oct-20
60 Mil HDPE Textured
504,425
Geocomposite
504,425
Geotextile
504,425
GCL
504,425
40 Mil PVC
111,573
Guildford Reservior
Baltimore - MD
Oct-20
60 Mil HDPE Textured
1,466,000
Millersville Landfill Subcell 9.2
Severn - MD
Dec-20
Geocomposite
1,466,000
GCL
2,440
Raincover
580,000
60 Mil HDPE Textured
521,820
Eastern Sanitary Landfill
White Marsh - MD
(Dec-20
Geocomposite
83,400
Geotextile
973,600
GCL
521,820
Rain Cover
565,275
Hallaton, Inc.-1206 Sparks Rd. -Sparks, MD 21152

Gabino Rangel
Geomembrane Experience Resume - 2022
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
.40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette -GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High ReservoirM1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New HanoverGFFR
Wilmington - NC
Mar-22
Geocomposite IDS
1,399,575
S nthetex H drotex FP400
72,858
60 mil HDPE
1,000
Third High ReservoirM1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
IDS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
Wilminbgton -NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Gabino Rangel
Geomembrane Experience Resume - 2021
LABOROR on the following job sites:
Material
Quantity
Project
Location
Date
GCL
326,658
HoneyGo Cell 8
'Perry Hall - MD
Jul-21
60 Mil
326,658
Geocomposite
326,658
Raincover
138,600
160 Mil HDPE
211,060
Corsa Coal Schrock Run
Berlin - PA
Jul-21
10oz
228,375
50 Mil LOPE
598,000
Edge Moor Closure
Wilmington - DE
Jul-21
10oz
590,625
40 Mil HD
1,414,729
Pioneer Temp Cap
Birdsboro - PA
Aug-21
Ballast
1,414,729
60 Mil HDPE
1,092
BGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
31,000
Webster Co LF
Webster Springs -
Sep-21
Geocomposite
31,000
WV
50 Mil LLDPE
31,000
10oz
31.000
60 Mil
150,300
EKPC Tank Liner
Winchester - KY
Oct-21
10oz
108,900
60 Mil
910
BGE Substation Baynesville
Oct-21
10oz
910
Liner
2,685
PEPCO Substation Norbeck
Rockville - MD
Oct-21
40 Mil
673,000
Hamblen LF
Morristown - TN
Jul-21
Geocomposite
673,000
60 Mil HDPE
186,028
Laurel Ridge
Lily - KY
Nov-21
Geocomposite
203,328
GCL
186,028
60 Mil
472,578
Conestoga
Morgantown - PA
Nov-21
Geocomposite
228,538
GCL
228,538
16oz
228,538
Hallaton, Inca-1206 Sparks Rd. —Sparks, MD 21152

Gabino Rangel
Geomembrane Experience Resume - 2020
LABORER on the following job sites:
[no-]
Material
Quantity
Project
Location
Date
60 Mil HDPE Textured
1,639,440
New Hanover County Landfill
Wilmington -NC
Ma720
GCL
1,639,440
Cell 9 -10A
Geocomposite
819,720
Rain Cover
330,260
60 Mil HDPETextured
258,075
'Volunteer Landfill Cell 8C
Oneida -TN
Jul-20
Geotextile
244,642
Geocomoosite
23,120
60 Mil HDPE Textured
368,412
Hopkins Co Landfill
White Plans - KY
Aug-20
GCL
368,412
Geocomposite
386,412
60 Mil HDPE Textured
192,602
.Anson Landfill Phase 3 Cell 2
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
50 Mil HDPE Textured
396,164
Frey Farms Landfill Cap Closure
Conestoga -PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
60 Mil HDPE Textured
576,610
Lakeway Landfill Cell 5
Mom stown -TN
Nov-20
Geotextile
553,300
GCL
144,670
Rain Cover
555,660
60 Mil HDPE Textured
690,750
Sampson County Cell 11
Roseboro - NC
Nov-20
60 Mil HDPE Smooth
220,000
Geocomposite
910,750
GCL
7,500
Rain Cover
600,000
60 Mil HDPE
253,975
Shenandoad Landfill
Edinburg -VA
Dec-20
Geocomposite
251,650
Rain Cover
31,333
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Roge[io Ibarra
Geomembrane Experience Resume - 2022
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
,40 mil LOPE Smooth
183,268
Plant Scherer
Juliette -GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mi I LLDPE
27,038
Sampson Toe Berm] Slope Repairs
Roseboro - NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
150 mil HDPE Textured
196,148
Meadow Branch Berm Extension
Feb-22
IDS Geocomposite
191,988
:30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New Hanover GFFR
Wilmington -NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP400
72,858
160 mil HDPE
1,000
Third High ReservoirM1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
H dro Turf
47,685
.20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington - NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
WiIminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Rogelio Ibarra
Geomembrane Experience Resume - 2021
Laborer on the following job sites:
7
L
Material
Quantity
Project
Location
Date
GCL
326,658
HoneyGo Cell 8
Perry Hall - MD
Jul-21
60 Mil
326,658
Geocomposite
326,658
Raincover
138,600
60 Mil HDPE
211,060
Corsa Coal Schrock Run
Berlin - PA
Jul-21
10oz
228,375
50 Mil LOPE
598,000
Edge Moor Closure
Wilmington - DE
Jul-21
10oz
590,625
40 Mil
673,000
Hamblen LF
Morristown - TN
Jul-21
Geocomposite
673,000
40 Mil HD
1,414,729
Pioneer Temp Cap
Birdsboro - PA
Aug-21
Ballast
1,414,729
60 Mil HDPE
1,092
BGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
31,000
Webster Co LF
Webster Springs -
Sep-21
Geocomposite
31,000
Wv
50 Mil LOPE
31,000
10oz
31,000
60 Mil
150,300
IEKPC Tank Liner
Winchester - KY
Oct-21
10oz
108,900
130 Mil
910
IBGE Substation Baynesville
Oct-21
10oz
910
(Liner
2,685
IPEPCO Substation Norbeck
(Rockville - MD
Oct-21
60 Mil HDPE
186,028
'Laurel Ridge
(Lily - KY
Nov-21
Geocomposite
203,328
GCL
186,028
160 Mil
472,578
Conestoga
Morgantown - PA
Nov-21
Geocomposite
228,538
GCL
228,538
16oz
228,538
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Rogeiio ibarra
Geomembrane Experience Resume - 2020
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
Raincover
98,000
Cherokee County Landfill
(Marble - NC
May-20
40 Mil HDPE Textured
160,997
Commonwealth Landfill Closure
IHegins - PA
May-20
Geocomposite
160,997
ES4 HFA Axler Coletanche
26,135
Lower Handelong Reservior Coletanche
(Bangor - PA
May-20
,60 Mil HDPE Textured
56,016
382 Rte 72 Install
IManahawkin - NJ
May-20
160 Mil HDPE Smooth
41,400
Ritchie Cell E Subcell 2
iUpper Marlboro - MD
Jun-20
-Geocomposite
46,690
,Geotextile
171,000
GCL
37,200
160 Mil HDPE Textured
258,075
Volunteer Landfill Cell 8C
Oneida - TN
Jul-20
Geotextile
244,642
Geocomposite
23,120
60 Mil HDPE Textured
192,602
Anson Landfill
Polkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
60 Mil HDPE Textured
647,430
Conestoga Landfill
Morgantown - PA
Aug-20
Geocomposite
317,636
Geotextile
317,636
GCL
317,636
100 Mill HDPE Textured
1,433,130
ILycoming County Landfill -1929
Montgomery - PA
Sep-20
Geocomposite
1,429,990
Geotextile
1,621,800
GCL
699,750
60 Mil HDPE Textured
723,800
'Vienna Junction Cell Phase 1 & 2
Erie - MI
Sep-20
Geocomposite
718,100
GCL
718,100
30 Mill HDPE Textured
1,048,220
'Wetzel County Landfill Temp Cap
New Martinsville - WV
Oct-20
60 Mil HDPE Textured
45,000
Geocomposite
45,000
Anchor Down
1,048,220
50 Mil LLDPE Textured
396,164
iFrey Farms Landfill Cap Closure
Conestoga - PA
Oct-20
Geotextile
396,164
Geocomposite
22,000
80 Mil HDPE Textured
504,425
'Pioneer Crossing Cell C7
Birdsboro - PA
Oct-20
60 Mil HDPE Textured
504,425
Geocomposite
504,425
Geotextile
504,425
GCL
504,425
40 Mil PVC
111,573
Guildford Reservior
Baltimore - MD
Oct-20
60 Mil HDPE Textured
1,466,000
Millersville Landfill Subcell 9.2
Severn - MD
Dec-20
Geocomposite
1,466,000
GCL
2,440
Raincover
580,000
60 Mil HDPE Textured
521,820
Eastern Sanitary Landfill
White Marsh - MD
Dec-20
Geocomposite
83,400
Geotextile
973,600
GCL
521,820
Rain Cover
565,275
Hallaton, Inc.-1206 Sparks Rd. -Sparks, MD 21152

Jose Braulio Lopez
Geomembrane Experience Resume -2022
Laborer on the following job sites:
H
Material
Quantity
Project
Location
Date
40 mil LLDPE Smooth
183,268
Plant Scherer
Juliette - GA
Jan-22
Transnet 330-2-8 Geocomposite
183,268
Geomembrane Lined Channel
6,000
40 mil LLDPE
27,038
Sampson Toe Berm/ Slope Repairs
Roseboro -NC
Feb-22
12 mil GRC
37,500
60 mil HDPE
1,000
Third High Reservoir M1
Washington -D.C.
Mar-22
60 mil HDPE Textured
196,148
Meadow Branch Ben Extension
Feb-22
DS Geocomposite
191,988
30 mil HDPE Rain Cover
168,442
40 mil LLDPE Textured
1,399,575
New HanoverGFFR
Wilmington -NC
Mar-22
Geocomposite DS
1,399,575
S nthetex H drotex FP400
72,858
60 mil HDPE
1,000
Third High ReservoirM1
Washington D. C.
A r-22
GCL
400,507
Laurel Ridge Cell WC M2
Lily - KY
Apr-22
60 mil HDPE Textured
402,392
DS Geocomposite
400,507
Closure Turf
439,000
TA Paradise Metal Ponds Closure
Drakesboro - KY
Oct-22
Hydro Turf
47,685
20 mil Rain Cover
45,663
New Hanover Co 7 & 8A
Wilmington -NC
Sep-22
GT Wind Ballast
39,880
Temp Closure Vent Geocomposite
4,775
60 mil HDPE Textured
468,000
New Hanover Co 11 & 12A
WiIminbgton - NC
Dec-22
GCL
472,000
Secondary 60 mil HDPE
477,000
Geocomposite
477,000
Secondary GCL
472,500

Jose Braulio Lopez
Geomembrane Experience Resume - 2021
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
GCL
326,658
HoneyGo Cell 8
Perry Hall - MD
Jul-21
60 Mil
326,658
Geocomposite
326,658
Raincover
138,600
60 Mil HDPE
211,060
Corsa Coal Schrock Run
Berlin - PA
Jul-21
100z
228,375
50 Mil LLDPE
598,000
(Edge Moor Closure
Wilmington - DE
Jul-21
100z
590,625
40 Mil
673,000
(Hamblen LF
Morristown - TN
Jul-21
Geocomposite
673,000
40 Mil HD
1,414,729
(Pioneer Temp Cap
Birdsboro - PA
Aug-21
Ballast
1,414,729
60 Mil HDPE
1,092
IBGE Substation Arlington
Baltimore - MD
Aug-21
10oz NW
1,092
GCL
31,000
'Webster Co LF
Webster Springs -
Sep-21
Geocomposite
31,000
Wv
50 Mil LLDPE
31,000
100z
31,000
60 Mil
150,300
EKPC Tank Liner
Winchester - KY
Oct-21
100z
108,900
60 Mil
910
BGE Substation Baynesville
Oct-21
100z
910
Liner
2,685
PEPCO Substation Norbeck
Rockville - MD
Oct-21
60 Mil HDPE
186,028
Laurel Ridge
(Lily - KY
Nov-21
Geocomposite
203,328
GCL
186,028
60 Mil
472,578
Conestoga
(Morgantown - PA
Nov-21
Geocomposite
228,538
GCL
228,538
16oz
228,538
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Jose Braulio Lopez
Geomembrane Experience Resume - 2020
Laborer on the following job sites:
Material
Quantity
Project
Location
Date
Raincover
98,000
Cherokee County Landfill
Marble - NC
May-20
40 Mil HDPE Textured
160,997
Commonwealth Landfill Closure
Hegins - PA
May-20
Geocomposite
160,997
ES4 HFA Axler Coletanche
26,135
Lower Handelong Reservior Coletanche
Bangor - PA
May-20
60 Mil HDPE Textured
56,016
382 Rte 72 Install
Manahawkin - NJ
May-20
60 Mil HDPE Smooth
41,400
Ritchie Cell E Subcell 2
Upper Marlboro - MD
Jun-20
Geocomposite
46,690
Geotextile
171,000
GCL
37,200
60 Mil HDPE Textured
258,075
Volunteer Landfill Cell 8C
Oneida - TN
Jul-20
Geotextile
244,642
Geocomposite
23,120
60 Mil HDPE Textured
192,602
.Anson Landfill
IPolkton - NC
Aug-20
Geocomposite
192,602
GCL
192,602
130 Mil HDPE Textured
647,430
Conestoga Landfill
'Morgantown - PA
Aug-20
Geocomposite
317,636
Geotextile
317,636
GCL
317,636
100 Mill HDPE Textured
1,433,130
Lycoming County Landfill -1929
Montgomery - PA
'Sep-20
Geocomposite
1,429,990
Geotextile
1,621,800
GCL
699,750
160 Mil HDPE Textured
723,800
Vienna Junction Cell Phase 1 & 2
Erie - MI
Sep-20
Geocomposite
718,100
GCL
718,100
30 Mill HDPE Textured
1,048,220
Wetzel County Landfill Temp Cap
New Martinsville - WV
-Oct-20
160 Mil HDPE Textured
45,000
-Geocomposite
45,000
Anchor Down
1,048,220
50 Mil LLDPE Textured
396,164
(Frey Farms Landfill Cap Closure
Conestoga PA
Oct 20
-Geotextile
396,164
Geocomposite
22,000
,80 Mil HDPE Textured
504,425
iPioneer Crossing Cell C7
Birdsboro - PA
Oct-20
160 Mil HDPE Textured
504,425
Geocomposite
504,425
Geotextile
504,425
GCL
504,425
40 Mil PVC
111,573
Guildford Reservior
Baltimore - MD
Oct-20
,60 Mil HDPE Textured
1,466,000
(Millersville Landfill Subcell 9.2
Severn - MD
Dec-20
Geocomposite
1,466,000
GCL
2,440
Raincover
580,000
60 Mil HDPE Textured
521,820
(Eastern Sanitary Landfill
White Marsh - MD
Dec-20
Geocomposite
83,400
Geotextile
973,600
GCL
521,820
Rain Cover
565,275
Hallaton, Inca-1206 Sparks Rd. -Sparks, MD 21152

APPENDIX B
SOILS LABORATORY
TESTING RESULTS

APPENDIX B
Section 1
STRUCTURAL FILL

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lf(LCOASIS
CQvI
SMVCES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/03/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
1
06/28/23
Sf-01
A
ML
17.6
108.3
17.1
122.5
104.6
97
95 / 99
2
06/28/23
SF-02
A
MH
15.4
108.3
21.2
126.9
104.7
97
95 / 99
3
06/28/23
Sf-01
A
ML
17.6
108.3
22.7
131.4
107.1
99
95 / 99
4
06/28/23
SF-02
A
MH
15.4
108.3
16.9
125.4
107.3
99
95 / 99
5
06/28/23
Sf-01
A
ML
17.6
108.3
19.2
126.6
106.2
98
95 / 99
6
06/28/23
Sf-01
A
ML
17.6
108.3
22.1
131.4
107.6
99
95 / 99
7
06/29/23
CL-01
B
ML
14.7
113.2
12.9
121.0
107.2
95
95 / 99
8
06/29/23
Sf-01
A
ML
17.6
108.3
14.9
123.1
107.1
99
95 / 99
1 DP/MP
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
1
Structural Fill: G1
-8.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
2
Structural Fill: F1
-3.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwaogwugwu
3
Structural Fill: E1
-2.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
4
Structural Fill: D1
-3.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
5
Structural Fill: C1
-2.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
6
Structural Fill: B2
-8.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
7
Structural Fill: C2
-8.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwaogwugwu
8
Structural Fill: D2
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
DP/MP: Density Pass / Moisture Pass
Test # Related Test # Test Type
Copyright Oasis Consulting Services 2023 Page 1 of 36

OASIS
:1 CONSVLIING
S SFFVICES
J
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/03/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
9
06/29/23
SF-02
A
MH
15.4
108.3
16.1
120.1
103.5
96
95 / 99
10
06/29/23
Sf-01
A
ML
17.6
108.3
17.0
123.4
105.4
97
95 / 99
11
06/29/23
CL-01
B
ML
14.7
113.2
15.3
126.6
109.8
97
95 / 99
12
06/29/23
CL-02
B
ML
21.0
100.8
22.3
121.0
98.9
98
95 / 99
13
06/29/23
Sf-01
A
ML
17.6
108.3
21.4
126.6
104.3
96
95 / 99
14
06/29/23
Sf-01
A
ML
17.6
108.3
20.0
126.6
105.5
97
95 / 99
15
06/30/23
SF-02
A
MH 1
15.4
108.3
21.9
129.0
105.9
98
95 / 99
16
06/30/23
SF-02
A
MH
15.4
108.3
19.6
123.1
102.9
95
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
9
Structural Fill: E2
-3.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwaogwugwu
10
Structural Fill: F2
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoawuawu
11
Structural Fill: G2
-10.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
12
Structural Fill: H2
-4.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
13
Structural Fill: H3
-4.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
14
Structural Fill: G3
-10.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
15
Structural Fill: F3
-6.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
16
Structural Fill: E3
3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 2 of 36

`r OASIS
COKULING
sea+r�cEs
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/03/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
(%)
(pcf)
(pcf)
Compaction
N
Remark
17
06/30/23
SF-02
A
MH
15.4
108.3
18.7
122.5
103.2
95
95 / 99
18
06/30/23
CL-01
B
ML
14.7
113.2
14.8
125.1
109.0
96
95 / 99
19
06/30/23
CL-01
B
ML
14.7
113.2
16.0
127.5
109.9
97
95 / 99
20
06/30/23
SF-02
A
MH
15.4
108.3
18.2
125.1
105.9
98
95 / 99
Test
Information
Drive
Weight
of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder
(lb)
Diameter (in)
Diameter (in)
Height(in)
Cylinder (c
Field Technician
17
Structural Fill: D3
-3.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwaogwugwu
18
Structural Fill: A3
-6.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
19
Structural Fill: A4
-7.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
20
Structural Fill: B4
7.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
1
1
Nwaogwugwu
Remarks
Comments
Related Tests
Test # Related Test # Test Type
Copyright Oasis Consulting Services 2023 Page 3 of 36

OASIS
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/06/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(Pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
21
07/03/23
SF-02
A
MH
15.4
108.3
16.2
120.7
103.9
96
95 / 99
DP/MP
22
07/03/23
Sf-01
A
ML
17.6
108.3
13.8
117.5
103.2
95
95 / 99
23
07/03/23
SF-02
A
MH
15.4
108.3
14.9
121.0
105.3
97
95 / 99
24
07/03/23
Sf-01
A
ML
17.6
108.3
15.0
119.8
104.2
96
95 / 99
25
07/03/23
SF-02
A
MH
15.4
108.3
17.3
121.9
103.9
96
95 / 99
26
07/03/23
SF-02
A
MH
15.4
108.3
14.0
119.5
104.8
97
95 / 99
27
07/03/23
SF-02
A
MH
15.4
108.3
16.1
124.3
107.0
99
95 / 99
28
07/05/23
Sf-01
A
ML
17.6
108.3
13.8
122.5
107.6
99
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
21
Structural Fill: C4
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
22
Structural Fill: D4
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
23
Structural Fill: F4
-8.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
24
Structural Fill: E4
-4.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
25
Structural Fill: G4
-9.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
26
Structural Fill: H4
-4.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
27
Structural Fill: B5
-6.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
28
Structural Fill: C5
6.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
DPIMP: Density Pass / Moisture Pass
Test # Related Test # Test Type
Copyright Oasis Consulting Services 2023 Page 4 of 36

(%LR!IsnLLU
SEkVlC4�
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/06/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
(%)
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(Pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
M
Remark
29
07/05/23
Sf-01
A
ML
17.6
108.3
14.6
121.6
106.1
98
95 / 99
30
07/05/23
Sf-01
A
ML
17.6
108.3
13.8
120.4
105.8
98
95 / 99
31
07/05/23
SF-02
A
MH
15.4
108.3
15.9
123.1
106.2
98
95 / 99
32
07/05/23
SF-02
A
MH
15.4
108.3
16.6
124.9
107.1
99
95 / 99
33
07/05/23
SF-02
A
MH
15.4
108.3
14.7
120.1
104.7
97
95 / 99
34
07/05/23
SF-02
A
MH
15.4
1 108.3
J 17.2
120.4 1
102.7
L
95
95199
35
07/05/23
Sf-01
A
ML
17.6
108.3
17.2
125.1
106.8
99
95 / 99
36
07/05/23
CL-01
B
I ML
14.7
113.2
13.5
121.6
107.1
95
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
29
Structural Fill: D5
-4.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
30
Structural Fill: D3
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
31
Structural Fill: E5
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
32
Structural Fill: F5
-7.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
33
Structural Fill: A4
-6.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
34
Structural Fill: A3
-5.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
35
Structural Fill: B3
-7.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
36
Structural Fill: B2
7.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # 7 Test Type
Copyright Oasis Consulting Services 2023 Page 5 of 36

OASIS
SULTING
RVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/06/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class
I
I N
(Pcf)
(pcf)
Compaction
M
Remark
37
07/05/23
SF-02
A
MH
15.4
108.3
1 11.3
118.9
106.9
99
95 / 99
Test
Information
Drive Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID Cylinder (lb)
Diameter (in)
Diameter (in)
Height (in) I
Cylinder (cf)
Field Technician
37
Structural Fill: C2
-7.0
KN-2 1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # Test Type
Copyright Oasis Consulting Services 2023 Page 6 of 36

OASIS
cor+sutswG
SERVI[E$
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/08/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
38
07/06/23
Sf-01
A
ML
17.6
108.3
18.0
123.7
104.8
97
95/99
39
07/06/23
Sf-01
A
ML
17.6
108.3
16.8
120.4
103.1
95
95/99
40
07/06/23
SF-02
A
MH
15.4
108.3
15.4
121.6
105.4
97
95/99
41
07/06/23
SF-02
A
MH
15.4
108.3
14.9
123.1
107.1
99
95/99
42
07/06/23
SF-02
A
MH
15.4
108.3
13.8
122.5
107.6
99
95/99
43
07/06/23
SF-02
A
MH
15.4
108.3
16.2
120.1
103.4
95
95/99
44
07/06/23
SF-02
A
MH
15.4
108.3
18.3
124.0
104.8
97
95/99
45
07/06/23
-01
SF
A
ML
17.6
108.3
18.0
121.0
102.5
95
95/99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
_Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
38
Structural Fill: G1
-7.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
39
Structural Fill: G2
-9.0
KN-2
1.320
3.860
3.860
4.990
0,0338
Kingsley
Nwaogwugwu
40
Structural Fill: G3
-8.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
41
Structural Fill: G4
-7.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
42
Structural Fill: F1
-2.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
43
Structural Fill: F2
-3.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwaogwugwu
44
Structural Fill: F3
-5.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
45
Structural Fill: F4
-7.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # Test Type
Copyright Oasis Consulting Services 2023 Page 7 of 36

OASIS
r�: �sutr�Hc
:ERViCES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/08/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
46
07/06/23
Sf-01
A
ML
17.6
108.3
15.9
121.9
105.2
97
95 / 99
47
07/06/23
SF-02
A
MH
15.4
108.3
17.0
122.5
104.7
97
95 / 99
48
07/07/23
Sf-01
A
ML
17.6
108.3
21.2
124.3
102.5
95
95 / 99
49
07/07/23
Sf-01
A
ML
17.6
108.3
19.3
123.1
103.2
95
95 / 99
50
07/07/23
Sf-01
A
ML
17.6
108.3
18.1
123.4
104.5
96
95 / 99
51
07/07/23
SF-02
A
MH
15.4
108.3
16.6
120.4
103.3
95
95 / 99
52
07/07/23
SF-02
A
MH
1
15.4
108.3
17.1
124.9
106.6
98
95 / 99
53
1
1 07/07/23
L SF-02
A
I MH
1
15.4
1 108.3
15.4
124.3
107.7
99
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
46
Structural Fill: F5
-6.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
47
Structural Fill: E5
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
48
Structural Fill: E1
-2.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
49
Structural Fill: E2
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
50
Structural Fill: E3
-2.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
51
Structural Fill: E4
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
52
Structural Fill: E5
-2.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
53
Structural Fill: F1
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
Test # I Related Test # J, Test T e
Copyright Oasis Consulting Services 2023 Page 8 of 36

LO ASIS
CCNSUtTNG MES
SErrvrGES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/08/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
M
(pcf)
(pcf)
Compaction
M
Remark
54
07/08/23
SF-02
A
MH
15.4
108.3
16.9
125.4
107.3
99
95 / 99
55
07/07/23
SF-02
A
MH
15.4
108.3
16.5
122.5
105.1
97
95 / 99
56
07/07/23
SF-02
A
MH
15.4
108.3
15.9
121.9
105.1
97
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (lb)
Diameter (in)
Diameter (in)
Height (in)
Cylinder (cf)
Field Technician
54
Structural Fill: F2
-3.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
55
Structural Fill: F3
-2.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
56
Structural Fill: F4
-4.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 9 of 36

I(o
SERWASIS
CO wG
EltwGfS
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/11/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
(%)
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In
Place Wet
Density
(pcf)
In Place
Dry Density
(Pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
57
07/10/23
SF-02
A
MH
15.4
108.3
15.9
124.7
107.6
99
95199
58
07/10/23
Sf-01
A
ML
17.6
108.3
16.6
123.5
105.9
98
95 / 99
59
07/10/23
SF-02
A
MH
15.4
108.3
13.8
122.3
107.5
99
95 / 99
60
07/10/23
Sf-01
A
ML
17.6
108.3
17.4
122.0
104.0
96
95 / 99
61
07/10/23
Sf-01
A
ML
17.6
108.3
17.4
122.6
104.5
96
95 / 99
62
07/10/23
SF-02
A
MH
15.4
108.3
13.7
120.7
106.2
98
95 / 99
63
07/10/23
SF-02
A
MH
1 15.4
108.3
1 16.3
1
121.7 1
104.7
1
97
1 95 / 99
64
07/10/23
SF-02
A
MH
15.4
108.3
1 13.9
122.0
107.1
99
95 / 99
DP/MP
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (Ib)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
57
Structural Fill: G5
-5.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
58
Structural Fill: G4
-4.0
KN-2
1.320
3.860
3.866
4.990
0.0338
Kingsley
Nwaogwugwu
59
Structural Fill: G3
-5.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
60
Structural Fill: G2
-5.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
61
Structural Fill: G1
-4.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
62
Structural Fill: 1-11
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
63
Structural Fill: H2
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338iNwaogwugwu
Kingsley
Nwaogwugwu
64
Structural Fill: H3
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338Kingsley
Remarks
Comments
Related Tests
DP/MP: Density Pass / Moisture Pass
Test # Related Test # J Testlype
Copyright Oasis Consulting Services 2023 Page 10 of 36

OASIS
CS,NSVLI ING
Sf.RvrCES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/11/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
M
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
M
Remark
65
07/10/23
SF-02
A
MH
15.4
108.3
146
120.7
105.3
97
95 / 99
66
07/10/23
SF-02
A
MH
15.4
108.3
15.3
122.8
106.5
98
95 / 99
67
07/10/23
SF-02
A
MH
15.4
108.3
14.8
123.2
107.3
99
95 / 99
68
07/11/23
SF-02
A
MH
15.4
108.3
15.6
120.9
104.5
96
95 / 99
69
07/11/23
SF-02
A
MH
15.4
108.3
14.8
121.7
106.1
98
95 / 99
70
07/11/23
SF-02
A
MH
15.4
1 108.3
16.2
122.0
105.0
97
95 / 99
71
07/11/23
SF-02
A
MH
15.4
108.3
14.8
121.6
105.9
98
95 / 99
1 DP/MP
72
07/11/23
Sf-01
A
ML
17.6
108.3
17.5
123.7
105.3
97
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
65
Structural Fill: H4
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
66
Structural Fill: G4
-2.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
67
Structural Fill: G3
-3.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
68
Structural Fill: G2
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
69
Structural Fill: G1
-2.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
70
Structural Fill: F1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
71
Structural Fill: F2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwu wu
72
Structural Fill: F3
-1.0
KN-2
1,320
3.860
3.860
4.990
0.0338
Kingsley
INwao9wuqwu
Remarks
Comments
Related Tests
DP/MP: Densitv Pass / Moisture Pass
Test # J, Related Test # Test Type
Copyright Oasis Consulting Services 2023 Page 11 of 36

rk,Asis
vrvsuLnr+G
seRv�a
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/11/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
(%)
(pcf)
(pcf)
Compaction
(%)
Remark
73
07/11/23
Sf-01
A
ML
17.6
108.3
18.7
123.4
103.9
96
95 / 99
74
07/11/23
Sf-01
A
ML
17.6
108.3
14.5
121.8
106.4
98
95 / 99
75
07/11/23
Sf-01
A
ML
17.6
108.3
14.9
123.0
107.1
99
95 / 99
76
07/11/23
Sf-01
A
ML
17.6
108.3
14.9
121.4
105.7
98
95199
77
07/11/23
Sf-01
A
ML
17.6
108.3
17.6
120.9
102.8
95
95199
78
07/11/23
Sf-01
A
ML
17.6
108.3
15.6
122.2
105.7
98
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (lb)
Diameter (in)
Diameter (in)
-Height
(in)
Cylinder (cf)
Field Technician
73
Structural Fill: F4
-2.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwao. wugwu
74
Structural Fill: F5
-3.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
75
Structural Fill: E5
-1.0
KN-3
1.310
3.870
3.850
4.990
0.0338
Kingsley
Nwaogwugwu
76
Structural Fill: E4
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
77
Structural Fill: E3
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
78
Structural Fill: E2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoawuawu
Remarks
Comments
Related Tests
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 12 of 36

Lo.E.,,,,,
A51ScoreIS
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/13/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
N
Remark
79
07/12/23
Sf-01
A
ML
17.6
108.3
19.0
124.0
104.2
96
95 / 99
80
07/12/23
Sf-01
A
ML
17.6
108.3
20.3
124.9
103.8
96
95 / 99
81
07/12/23
Sf-01
A
ML
17.6
108.3
18.0
125.1
106.1
98
95 / 99
82
07/12/23
Si-01
A
ML
17.6
108.3
17.8
124.3
105.5
97
95 / 99
83
07/12/23
Sf-01
A
ML
17.6
108.3
18.3
1
122.0 1
103.2
95
95 / 99
84
07/12/23
Sf-01
A
ML
17.6
108.3
17.2
122.4
104.5
96
95 / 99
85
07/12/23
SF-02
A
MH
15.4
108.3
15.4
122.3
106.0
98
95 / 99
86
07/12/23
SF-02
A
MH
15.4
108.3
16.3
122.6
105.4
97
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
79
Structural Fill: 1-11
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
80
Structural Fill: H2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwao wu wu
81
Structural Fill: H3
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
82
Structural Fill: H4
-1.0
KN-2
1,320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
83
Structural Fill: G1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
84
Structural Fill: G2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
85
Structural Fill: G3
0.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
86
Structural Fill: G4
-2.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
Test # I Related Test W-F Test Type
Copyright Oasis Consulting Services 2023 Page 13 of 36

rrqsjsA
CUN IPL
a SERVICE$
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: 67B-739-2400
Drive Cylinder
Report Date: 07/13/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
87
07/13/23
SF-02
A
MH
15.4
108.3
17.0
123.5
105.6
98
95 / 99
88
07/12/23
SF-02
A
MH
15.4
108.3
14.9
122.8
106.9
99
95 / 99
89
07/12/23
Sf-01
A
ML
17.6
108.3
19.5
123.7
103.5
96
95 / 99
90
07/13/23
SF-02
A
MH
15.4
108.3
14.5
120.7
105.4
97
95 / 99
91
07/13/23
SF-02
A
MH
15.4
108.3
14.1
122.5
107.3
99
95 / 99
92
07/13/23
SF-02
A
MH
15.4
108.3
13.6
120.4
106.0
98
95 / 99
93
07/13/23
SF-02
A
MH
15.4
108.3
16.0
123.7
106.6
98
95 / 99
DP/MP
94
07/13/23
SF-02
A
MH
15.4
108.3
16.6
122.2
104.8
97
95 / 99
DP/MP
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
87
Structural Fill: G5
-2.0
KN-1
1,310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
88
Structural Fill: F2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
89
Structural Fill: F3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
90
Structural Fill: H1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
91
Structural Fill: H2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
92
Structural Fill: H3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
93
Structural Fill: H4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
94
Structural Fill: H5
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
DP/MP: Density Pass / Moisture Pass
I Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 14 of 36

]SERMCASNG
C�
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 07/13/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor lD
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(Pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
M
Remark
95
07/14/23
SF-02
A
MH
15.4
108.3
14.6
121.0
105.6
98
95/99
96
07/13/23
SF-02
A
MH
15.4
108.3
17.0
120.1
102.7
95
95/99
97
07/13/23
Sf-01
A
ML
17.6
108.3
18.7
123.4
103.9
96
95/99
98
07/13/23
SF-02
A
MH
15.4
108.3
14.9
123.7
107.6
99
95/99
99
07/13/23
SF-02
A
MH
15.4
108.3
14.0
121.3
106.4
98
95/99
100
07/13/23
Sf-01
A
ML
17.6
108.3
19.2
123.1
103.3
95
95/99
101
07/13/23
SF-02
A
MH
1 15.4
108.3
1 15.5
1
121.6
105.3
97
1 95199
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)_Diameter
Bottom
(in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
95
Structural Fill: G5
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwao wugwu
96
Structural Fill: G4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
97
Structural Fill: D1
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
98
Structural Fill: D3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
99
Structural Fill: D5
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
100
Structural Fill: C1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
101
Structural Fill: E1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 15 of 36

fif-OASIS
CONSULTING
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/15/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
M
Remark
102
07/14/23
Sf-01
A
ML
17.6
108.3
18.2
126.0
106.6
98
95 / 99
103
07/14/23
Sf-01
A
ML
17.6
108.3
16.0
122.8
105.8
98
95 / 99
104
07/14/23
Sf-01
A
ML
17.6
108.3
15.3
123.7
107.2
99
95 / 99
105
07/14/23
SF-02
A
MH
15.4
108.3
14.3
122.5
107.1
99
95 / 99
106
07/14/23
Sf-01
A
ML
17.6
108.3
17.6
125.7
106.9
99
95 / 99
107
07/14/23
SF-02
A
MH
15.4
108.3
15.6
124.3
107.5
99
95 / 99
108
07/14/23
Sf-01
A
ML
17.6
108.3
19.4
126.9
106.3
98
95 / 99
109
07/14/23
SF-02
A
MH
15.4
108.3
15.0
123.1
107.0
99
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
102
Structural Fill: E2
0.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
103
Structural Fill: E3
0.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
104
Structural Fill: E4
0.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
105
Structural Fill: E5
0.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
106
Structural Fill: D4
0.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
107
Structural Fill: C2
-3.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
108
Structural Fill: C3
-2.0
KNA
1.310
3.830
3.850
4.980
0.0334 1
Kingsley
Nwaogwugwu
109
1 Structural Fill: C4
-2.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 16 of 36

Ns As
cor OASIS
stxt C US
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/15/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
I Proctor ID
Method
Class.
(%)
(pcf)
(pcf)
Compaction
M
Remark
110
07/14/23
1 SF-02
A
MH
15.4
108.3
15.6
124.6
107.7
99
95 / 99
111
07/14/23
SF-02
I A
1 MH 1
15.4
108.3
13.9
122.5
107.5
99
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (lb)
Diameter (in)
Diameter (in)
Height (in)
Cylinder (cf)
Field Technician
110
Structural Fill: C5
-3.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wugwu
111
Structural Fill: C6
-3.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
Test # I Related Test #7 Test Type
Copyright Oasis Consulting Services 2023 Page 17 of 36

LAsis
CONSULTINC,
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:67B-739-2400
Drive Cylinder
Report Date: 07119/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
112
07/17/23
CL-02
B
ML
21.0
100.8
24.5
124.0
99.6
99
95 / 99
113
07/17/23
CL-02
B
ML
21.0
100.8
25.0
122.5
98.0
97
95 / 99
114
07/17/23
CL-02
B
ML
21.0
100.8
26.1
125.1
99.2
98
95 / 99
115
07/17/23
SF-02
A
MH
15.4
108.3
17.9
122.8
104.1
96
95 / 99
116
07/17/23
SF-02
A
MH
15.4
108.3
16.8
124.3
106.4
98
95 / 99
117
07/17/23
SF-0 2
A
MH
15.4
108.3
15.8
122.5
105.7 1
98
95 / 99
118
07/17/23
SF-02
A
MH
15.4
108.3
17.0
120.7
103.1
95
95 / 99
119
07/17/23
SF-02
A
MH
15.4
108.3
14.6
121.9
106.3
98
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
112
CQA - Clay Subgrade: F2
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
113
CQA - Clay Subgrade: G1
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
114
CQA - Clay Subgrade: F2 TP1
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
115
Structural Fill: C2
-2.0
KN-1
1.310
3.830
3.850
4.980
0,0334
Kingsley
Nwaogwugwu
116
Structural Fill: C3
-2.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
117
Structural Fill: C4
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
118
Structural Fill: C5
-2.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
119
Structural Fill: C6
-2.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
114: TP1
1 Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 18 of 36

LO15 AS
C4NSULbNG
lS
iEit Am
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/19/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
120
07/18/23
CL-02
B
ML
21.0
100.8
24.1
123.1
99.2
98
95 / 99
121
07/18/23
CL-02
B
ML
21.0
100.8
25.8
126.0
100.2
99
95 / 99
122
07/18/23
CL-02
B
ML
21.0
100.8
24.2
121.3
97.6
97
95 / 99
123
07/18/23
CL-02
B
ML
21.0
100.8
23.8
122.2
98.7
98
95 / 99
124
07/18/23
CL-02
B
ML
21.0
100.8
24.9
124.6
99.7
99
95 / 99
125
07/18/23
CL-02
B
ML
21.0
100.8
25.9
122.5 1
97.3
1
97
1 95 / 99
126
1
1 07/18/23
SF-02
A
MH
1 15.4
108.3
15.7
120.4
104.1
96
95 / 99
127
07/18/23
SF-02
A
MH
15.4
108.3
17.8
121.9
103.5
96
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
120
CQA - Clay Subgrade: G1
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwu wu
121
CQA - Clay Subgrade: G2 TP2
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
122
CQA - Clay Subgrade: F2
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
123
CQA - Clay Subgrade: F1
0.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
124
CQA - Clay Subgrade: F2 TP3
0.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
125
CQA - Clay Subgrade: G2
0.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
126
Structural Fill: C2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
127
Structural Fill: C3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 19 of 36

I&OASIS
cawwLnNG
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 07/19/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
(%)
(pcf)
(pcf)
Compaction
(%)
Remark
128
07/18/23
SF-02
A
MH
15.4
108.3
18.3
123.4
104.3
96
95 / 99
129
07/18/23
SF-02
A
MH
15.4
108.3
15.0
119.5
103.9
96
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (lb)
Diameter (in)
Diameter (in)
Height (in)
Cylinder (cf)
Field Technician
128
Structural Fill: C4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
129
Structural Fill: C5
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoawuawu
Remarks
Comments
Related Tests
Test # I Related Test # I Test T e
Copyright Oasis Consulting Services 2023 Page 20 of 36

y
QASIS
CD`1$VLIINi.
,yy,�- $ERViCFS
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(Pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
130
07/20/23
CL-02
B
ML
21.0
100.8
24.2
120.1
96.7
96
95 / 99
131
07/20/23
CL-02
B
ML
21.0
100.8
23.6
122.2
98.9
98
95 / 99
132
07/20/23
CL-02
B
ML
21.0
100.8
22.1
120.4
98.6
98
95 / 99
133
07/20/23
CL-02
B
ML
21.0
100.8
23.4
122.5
99.3
99
95 / 99
134
07/20/23
CL-02
B
ML
21.0
100.8
23.8
119.8
96.8
96
95 / 99
135
07/20/23
CL-02
I B
ML
21.0
100.8
24.8
121.6
97.4
97
95 / 99
136
07/20/23
CL-02
B
ML
21.0
1 100.8
1 24.8
120.7 1
96.7
1
96
1 95 / 99
137
07/20/23
CL-02
B
ML
21.0
100.8
1 23.0
119.2
96.9
96
95 / 99
DP/MP
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
130
CQA - Clay Subgrade: G1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
131
CQA - Clay Subgrade: F1, CC1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
132
CQA - Clay Subgrade: E1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
133
CQA - Clay Subgrade: D1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
134
CQA - Clay Subgrade: C1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
135
CQA - Clay Subgrade: H1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
136
CQA - Clay Subgrade: H2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
137
CQA -Clay Subgrade: H3
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
DP/MP: Densitv Pass / Moisture Pass
Test # I Related Test # I Test Tvne
Copyright Oasis Consulting Services 2023 Page 21 of 36

OASIS
eoNsuuiNc
SFfMCU
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
M
Remark
138
07/20/23
CL-02
B
ML
21.0
100.8
24.4
119.5
96.1
95
95 / 99
139
07/20/23
CL-02
B
ML
21.0
100.8
23.1
122.8
99.7
99
95 / 99
140
07/20/23
CL-02
B
ML
21.0
100.8
22.0
120.7
98.9
98
95 / 99
141
07/20/23
CL-02
B
ML
21.0
100.8
22.5
122.2
99.7
99
95 / 99
142
07/20/23
CL-02
B
ML
21.0
100.8
23.6
119.8
96.9
96
95 / 99
143
07/21/23
SF-02
A
MH
15.4
1 108.3
15.7
120.7
104.3
96
95 / 99
144
07/21/23
SF-02
A
MH
15.4
108.3
14.8
119.8
104.4 1
96
95 / 99
145
07/21/23
SF-02
A
MH
15.4
108.3
16.2
121.9
104.9
97
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
138
CQA - Clay Subgrade: H4
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
139
CQA - Clay Subgrade: E2
-1.0
KN-2
1,320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
140
CQA - Clay Subgrade: D2, CC2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
141
CQA - Clay Subgrade: C2
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoqwugwu
142
CQA - Clay Subgrade: B2
1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
143
Structural Fill: C2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
144
Structural Fill: C3
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
145
Structural Fill: C4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 22 of 36

��C3A51S
coSuuuir
ss•:avlcM
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
M
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
146
07/21/23
SF-02
A
MH
15.4
108.3
15.6
122.8
106.2
98
95 / 99
147
07/21/23
Sf-01
A
ML
17.6
108.3
17.7
121.0
102.8
95
95 / 99
148
07/21/23
SF-02
A
MH
15.4
108.3
14.5
121.0
105.7
98
95 / 99
149
07/21/23
SF-02
A
MH
15.4
108.3
14.7
120.1
104.7
97
95 / 99
150
07/21/23
SF-02
A
MH
15.4
108.3
14.7
122.8
107.0
99
95 / 99
DP/MP
151
07/21/23
CL-02
B
ML
21.0
100.8
24.1
120.7
97.3
1
97
95 / 99
152
07/21/23
CL-02
B
ML
21.0
100.8
24.6
122.5
98.3
98
95 / 99
153
07/24/23
CL-02
B
ML
21.0
100.8
24.1
122.8
98.9
98
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
146
Structural Fill: C6
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
147
Structural Fill: B5
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
148
Structural Fill: B4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
149
Structural Fill: B3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
150
Structural Fill: A4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
151
CQA - Clay Subgrade: F1
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
152
CQA - Clay Subgrade: G1
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
153
1 CQA - Clay Subgrade: H2 CC3
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
DP/MP: Density Pass / Moisture Pass
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 23 of 36

ICLOASIS
SERVICES
COPiSMES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
154
07/24/23
CL-02
B
ML
21.0
100.8
23.0
122.2
99.3
99
95199
155
07/24/23
CL-02
B
ML
21.0
100.8
23.9
122.5
98.8
98
95 / 99
156
07/24/23
CL-02
B
ML
21.0
100.8
22.7
122.8
100.0
99
95 / 99
157
07/24/23
CL-02
B
ML
21.0
100.8
22.7
122.2
99.6
99
95 / 99
158
07/24/23
CL-02
B
ML
21.0
100.8
24.0
120.4
97.1
96
95 / 99
159
07/24/23
CL-02
I B
ML
21.0
100.8
23.6
123.4
99.8
99
95 / 99
160
07/25/23
CL-02
B
ML
21.0
1 100.8
1 24.4
122.8 1
98.7
1
98
1 95 / 99
161
07/25/23
CL-02
B
ML
21.0
100.8
1 22.6
121.9
99.4
99
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
154
CQA - Clay Subgrade: H3
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
155
CQA - Clay Subgrade: H4 CC4
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
156
CQA - Clay Subgrade: E2
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
157
CQA - Clay Subgrade: E1
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
158
CQA - Clay Subgrade: D2
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
159
CQA - Clay Subgrade: D1 CC5
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
160
CQA - Clay Subgrade: C1
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
161
CQA - Clay Subgrade: C2
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 24 of 36

fk"
QASISI$ULi COPiTiG
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
%)
Remark
162
07/25/23
CL-02
B
ML
21.0
100.8
22.9
121.6
98.9
98
95 / 99
163
07/25/23
CL-02
B
ML
21.0
100.8
23.6
119.5
96.7
96
95 / 99
164
07/25/23
CL-02
B
ML
21.0
100.8
24.2
120.7
97.2
96
95 / 99
165
07/26/23
CL-02
B
ML
21.0
100.8
23.7
120.1
97.1
96
95199
166
07/26/23
CL-02
B
ML
21.0
100.8
22.0
119.5
98.0
97
95 / 99
167
07/26/23
CL-02
B
ML
21.0
1 100.8
22.8
121.3
98.8
98
95 / 99
168
1
1 07/26/23
CL-02
B
ML
1
21.0
100.8
23.2
122.2
99.2
98
95 / 99
169
07/26/23
CL-02
B
ML
21.0
100.8
23.7
120.7
97.6
97
95 / 99
Test Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
162
CQA - Clay Subgrade: B2
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoawua_wu
163
CQA - Clay Subgrade: G1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
164
CQA - Clay Subgrade: F1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
165
CQA - Clay Subgrade: 1-11
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwuqwu
166
CQA - Clay Subgrade: H2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
167
CQA - Clay Subgrade: H3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
168
CQA - Clay Subgrade: H4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwuqwu
169
CQA - Clay Subgrade: E1
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # Related Test # I Test T e
Copyright Oasis Consulting Services 2023 Page 25 of 36

AS1S
Cti]!J$UiIING
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
%)
Remark
170
07/26/23
CL-02
B
ML
21.0
100.8
24.4
122.5
98.5
98
95 / 99
171
07/27/23
CL-02
B
ML
21.0
100.8
21.5
119.2
98.1
97
95 / 99
172
07/27/23
CL-02
B
ML
21.0
100.8
22.3
119.8
98.0
97
95 / 99
173
07/27/23
CL-02
B
ML
21.0
100.8
22.6
121.3
98.9
98
95 / 99
174
07/27/23
CL-02
B
ML
21.0
100.8
22.4
122.5 1100.1
99
95 / 99
175
07/27/23
CL-02
B
ML
21.0
1 100.8
23.4
120.7
97.8
97
95 / 99
176
1 07/27/23
CL-02
B
ML
21.0
100.8
24.0
123.1
99.3 1
99
1 95 / 99
177
07/27/23
CL-02
B
ML
21.0
100.8
21.5
118.9
97.9
97
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
170
CQA - Clay Subgrade: E2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
171
CQA - Clay Subgrade: D1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
172
CQA - Clay Subgrade: D2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
173
CQA - Clay Subgrade: B2 CC7
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
174
CQA - Clay Subgrade: C2
0.0
KN-2
1,320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
175
CQA - Clay Subgrade: F3
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
176
CQA - Clay Subgrade: F4
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwao wu wu
177
CQA - Clay Subgrade: E4
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # 1 Test Type
Copyright Oasis Consulting Services 2023 Page 26 of 36

LOASIS
SERVICES
CohF5MCE5
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 07/28/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
M
(pcf)
(pcf)
Compaction
(%)
Remark
178
07/27/23
CL-02
B
ML
21.0
100.8
23.0
121.9
99.1
98
95 / 99
179
07/27/23
CL-02
B
ML
21.0
100.8
22.2
121.9
99.7
99
95 / 99
180
07/27/23
CL-02
B
ML
21.0
100.8
24.1
123.7
99.6
99
95 / 99
181
07/27/23
CL-02
B
ML
21.0
100.8
23.9
122.5
98.8
98
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (Ib)
Diameter (in)
Diameter (in)
Height (in)
Cylinder (cf)
Field Technician
178
CQA - Clay Subgrade: E3 CC8
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
179
CQA - Clay Subgrade: D4
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
180
CQA - Clay Subgrade: D3 CC9
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
181
CQA - Clay Subgrade: C3
1.0
KNA
1.310
3.830
3.850
4.980
1 0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 27 of 36

1�ASis
�[7N$IjL�IWO
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 08/01/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
N
In Place Wet
Density
(Pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
182
07/28/23
CL-02
B
ML
21.0
100.8
21.3
121.3
100.0
99
95 / 99
183
07/28/23
CL-02
B
ML
21.0
100.8
21.5
120.1
98.8
98
95 / 99
184
07/28/23
CL-02
B
ML
21.0
100.8
23.5
123.4
99.9
99
95 / 99
185
07/28/23
CL-02
B
ML
21.0
100.8
21.7
121.3
99.6
99
95 / 99
186
07/28/23
CL-02
B
ML
21.0
100.8
22.1
121.3
99.3
99
95199
DP/MP
187
07/28/23
CL-02
B
ML
21.0
100.8
23.2
123.1
99.9
99
95 / 99
188
07/28/23
CL-02
B
ML
21.0
100.8
22.1
119.8
98.1
97
95 / 99
189
07/28/23
1 CL-02
B
ML
21.0
100.8
23.3
118.0
95.7
95
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
182
CQA - Clay Subgrade: B3
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
183
CQA - Clay Subgrade: A4
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
184
CQA - Clay Subgrade: F3
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
185
CQA - Clay Subgrade: F4
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
186
CQA - Clay Subgrade: F4
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
187
CQA - Clay Subgrade: D3
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
188
CQA - Clay Subgrade: D3
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
189
CQA - Clay Subgrade: E3
0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
DP/MP: Density Pass / Moisture Pass
Test # Related Test # TestType
Copyright Oasis Consulting Services 2023 Page 28 of 36

L
OASIS
NG
SERVICES
Roswell
45 Modslork Slry t
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 08/01/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
190
07/28/23
CL-02
B
ML
21.0
100.8
23.0
122.5
99.6
99
95 / 99
191
07/31/23
CL-02
B
ML
21.0
100.8
24.6
124.0
99.5
99
95 / 99
192
07/31/23
CL-02
B
ML
21.0
100.8
24.3
122.2
98.3
98
95 / 99
193
07/31/23
CL-02
B
ML
21.0
100.8
23.6
121.3
98.1
97
95 / 99
194
07/31/23
CL-02
B
ML
21.0
100.8
22.3
121.6
99.4
99
95 / 99
195
07/31/23
CL-02
I B
ML
21.0
100.8
24.4
123.4
99.2
98
95 / 99
196
07/31/23
CL-02
B
ML
21.0
100.8
24.0
120.7
97.3
97
95 / 99
197
07/31/23
CL-02
B
ML
21.0
100.8
24.4
124.6
100.1
99
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
190
CQA - Clay Subgrade: D4
-0.5
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
191
CQA - Clay Subgrade: B3
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
192
CQA - Clay Subgrade: B4
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
193
CQA - Clay Subgrade: A3 CC10
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
194
CQA - Clay Subgrade: A4
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
195
CQA - Clay Subgrade: G3
-0.5
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
196
CQA - Clay Subgrade: F3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
197
CQA - Clay Subgrade: F4
0.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # I Related Test # . Test T e
Copyright Oasis Consulting Services 2023 Page 29 of 36

OASIS
okcpwsuinnc
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Report Date: 08/01/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
(%)
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
198
08/01/23
CL-02
B
ML
21.0
100.8
24.2
119-5
96.2
95
95 / 99
199
08/01/23
CL-02
B
ML
21.0
100.8
24.6
118.9
95.5
95
95199
200
08/01/23
CL-02
B
ML
21.0
100.8
23.3
120.4
97.7
97
95 / 99
201
08/01/23
CL-02
B
ML
21.0
100.8
23.8
121.9
98.5
98
95 / 99
202
08/01/23
CL-02
B
ML
21.0
100.8
24.0
120.7
97.3
97
95 / 99
DP/MP
203
08/01/23
CL-02
B
ML
21.0
100.8
23.1
120.1
97.6
97
95 / 99
204
08/01/23
CL-02
B
ML
1
21.0
100.8
1 22.9
122.2
99.4
99
1 95199
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
198
CQA - Clay Subgrade: E3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
199
CQA - Clay Subgrade: E4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
200
CQA - Clay Subgrade: D3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
201
CQA - Clay Subgrade: C3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
202
CQA - Clay Subgrade: C4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
203
CQA - Clay Subgrade: B4 CC11
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
204
CQA - Clay Subgrade: B3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
DP/MP: Density Pass / Moisture Pass
I Test # 1 Related Test # Test Tvoe
Copyright Oasis Consulting Services 2023 Page 30 of 36

OASIS
CONSULTING CSERVICE$
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Report Date: 08/09/2023
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
(%)
(pcf)
(pcf)
Compaction
(%)
Remark
205
08/08/23
CL-02
B
ML
21.0
100.8
21.8
119.8
98.4
98
95 / 99
206
08/08/23
CL-02
B
ML
21.0
100.8
23.0
120.4
97.9
97
95 / 99
207
08/08/23
CL-02
B
ML
21.0
100.8
23.4
119.5 1
96.9
96
95 / 99
208
08/08/23
CL-02
B
ML
21.0
100.8
24.0
121.6
98.1
97
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (lb)
Diameter (in)
Diameter (in)
Height (in)
Cylinder (cf)
Field Technician
205
CQA - Clay Subgrade: H1
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwu wu
206
CQA - Clay Subgrade: H3
-1.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
207
CQA - Clay Subgrade: H4
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
208
CQA - Clay Subgrade: H1
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwu wu
Remarks
Comments
Related Tests
Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 31 of 36

OASIS
C'C1uI
SEP.VCES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
(%)
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
209
08/09/23
CL-02
B
ML
21.0
100.8
24.4
121.9
98.0
97
95 / 99
210
08/09/23
CL-02
B
ML
j
21.0
100.8
23.3
121.0
98.1
97
95 / 99
211
08/09/23
CL-02
B
ML
21.0
100.8
23.6
119.5
96.7
96
95 / 99
212
08/09/23
CL-02
B
ML
21.0
100.8
23.0
120.1
97.7
97
95 / 99
213
08/14/23
CL-02
B
ML
21.0
100.8
24.1
123.7
99.6
99
95 / 99
214
08/14/23
CL-02
B
ML
21.0
100.8
22.1
121.3
99.3
99
95199
215
08/14/23
CL-02
B
ML
21.0
1 100.8
24.2
122.2 1
98.4
1
98
95 / 99
216
08/14/23
CL-02
B
ML
1
21.0
100.8
23.0
121.0
98.3
98
95199
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
209
CQA - Clay Subgrade: H1
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwuawu
210
CQA - Clay Subgrade: H2
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
211
CQA - Clay Subgrade: H3
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
212
CQA - Clay Subgrade: H4
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
213
CQA - Clay Subgrade: B5
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
214
CQA - Clay Subgrade: B6
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
215
CQA - Clay Subgrade: B7
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
216
1 CQA - Clay Subgrade: A5
-1.0
KN-1
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # j Related Test XT Test Type
Copyright Oasis Consulting Services 2023 Page 32 of 36

J&rOASIS Drive Cylinder Client: Project:
CONSLITING Test Method: Anson County Landfill, Phase 4 Cell 2 235005
Now
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Roswell Polkton, NC 28135 375 Dozer Dr.
45 Woodstock Street Polkton, NC 28135
Roswell, GA 30075
Phone: [phone]
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
M
Remark
217
08/14/23
CL-02
B
ML
21.0
100.8
24.2
124.0
99.8
99
95 / 99
218
08/14/23
CL-02
B
ML
21.0
100.8
23A
123.1
99.7
99
95 / 99
219
08/14/23
CL-02
B
ML
21.0
100.8
21.7
121.6
99.9
99
95 / 99
220
08/14/23
CL-02
B
ML
21.0
100.8
22.4
122.5
100.0
99
95 / 99
221
08/14/23
CL-02
B
ML
21.0
100.8
23.6
120.7
97.6
97
95 / 99
222
08/14/23
CL-02
B
ML
21.0
100.8
22.9
121.3
98.7
98
95 / 99
223
08/14/23
CL-02
B
ML
21.0
100.8
21.6
121.0
99.5
99
95 / 99
224
08/15/23
CL-02
B
ML
21.0
100.8
24.1
121.0
97.5
97
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
217
CQA - Clay Subgrade: C5 ST-12
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
218
CQA - Clay Subgrade: D5
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
219
CQA - Clay Subgrade: D6
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
220
CQA - Clay Subgrade: E5
-5.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
221
CQA - Clay Subgrade: F5
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
222
CQA - Clay Subgrade: E6
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
223
CQA - Clay Subgrade: G5
-1.0
KNA
1.310
3.830
3.850
4.980
0.0334
Kingsley
Nwaogwugwu
224
CQA - Clay Subgrade: B5
0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
Test # I Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 33 of 36

OASIS
CONSULTING SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Drive Cylinder
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
(%)
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
225
08/15/23
CL-02
B
ML
21.0
100.8
23.6
121.9
98.6
98
95 / 99
226
08/15/23
CL-02
B
ML
21.0
100.8
23.9
119.8
96.7
96
95 / 99
227
08/15/23
CL-02
B
ML
21.0
100.8
24.3
120.7
97.1
96
95 / 99
228
08/15/23
CL-02
B
ML
21.0
100.8
24.1
120.4
97.0
96
95199
229
08/15/23
CL-02
B
ML
21.0
100.8
23.5
119.8
97.0
96
95 / 99
230
1
1 08/15/23
1 CL-02
B
ML
21.0
100.8
24.0
121.6
98.1 1
97
95 / 99
231
08/15/23
CL-02
B
ML
21.0
100.8
22.8
1
119.2
97.1
96
1 95 / 99
232
08/15/23
CL-02
B
ML
21.0
100.8
22.5
120.1
98.1
97
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
225
CQA - Clay Subgrade: B6
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
226
CQA - Clay Subgrade: B7
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
227
CQA - Clay Subgrade: C5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
228
CQA - Clay Subgrade: C6
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwu wu
229
CQA - Clay Subgrade: D6
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwu wu
230
CQA - Clay Subgrade: -0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
231
CQA - Clay Subgrade: E5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
232
CQA - Clay Subgrade: F5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwao wu wu
Remarks
Comments
Related Tests
Test # I Related Test # F -TestType
Copyright Oasis Consulting Services 2023 Page 34 of 36

���ASlS
COPd5WCES
SERVICES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:[phone]
Drive Cylinder
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Class.
Optimum
Moisture
N
Maximum
Dry
Density
(pcf)
In Place
Moisture
M
In Place Wet
Density
(pcf)
In Place
Dry Density
(pcf)
Percent
Compaction
Min/Max Comp.
(%)
Remark
233
08/15/23
CL-02
I B
ML
21.0
1 100.8
24.4
122.5
98.5
98
95 / 99
234
08/15/23
CL-02
B
ML
21.0
100.8
23.1
121.6
98.8
98
95 / 99
235
08/15/23
CL-02
B
ML
21.0
100.8
23.7
119.5
96.6
96
95 / 99
236
08/15/23
CL-02
B
ML
21.0
100.8
24.0
120.7
97.3
97
95 / 99
237
08/15/23
CL-02
B
ML
21.0
100.8
22.5
120.1
98.1
97
95 / 99
238
08/16/23
CL-02
B
ML
21.0
100.8
22.6
1
119.2
97.3
1
97
1 95 / 99
239
08/16/23
CL-02
B
ML
1
21.0
100.8
1
23.6
1
121.3
98.1
97
95 / 99
240
08/16/23
CL-02
I B
I ML
J
21.0
1 100.8
1
23.9
1
122.2
98.6
98
95 / 99
Test
Information
Test #
Test Location
Elevation
Reference
Drive
Cylinder ID
Weight of
Cylinder (lb)
Top
Diameter (in)
Bottom
Diameter (in)
Cylinder
Height (in)
Volume of
Cylinder (cf)
Field Technician
233
CQA - Clay Subgrade: G5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
234
CQA - Clay Subgrade: F5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
235
CQA - Clay Subgrade: E5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoawua_wu
236
CQA - Clay Subgrade: D5
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
237
CQA - Clay Subgrade: D6 ST15
-0.5
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoqwuawu
238
CQA - Clay Subgrade: C5
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
239
CQA - Clay Subgrade: C6
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaoawuawu
240
CQA - Clay Subgrade: B5
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
Remarks
Comments
Related Tests
Test # 1. Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 35 of 36

�OASIS
Cti�r�50inwG
SERV+CES
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone:67B-739-2400
Drive Cylinder
Test Method:
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Test Results
Maximum
Optimum
Dry
Density
Moisture
In Place
In
Place Wet
In Place
Retest
Test
Soil
N
(pcf)
Moisture
Density
Dry Density
Percent
Min/Max Comp.
Test #
Of
Date
Proctor ID
Method
Class.
(%)
(pcf)
(pcf)
Compaction
M
Remark
241
08/16/23
CL-02
B
ML
21.0
100.8
24.2
122.8
98.9
98
95 / 99
242
j
j 08/16/23
j CL-02
B
ML
21.0
100.8
21.4
120.4
99.2
98
95 / 99
243
08/16/23
1 CL-02
B
ML
21.0
100.8
24.0
118.9
95.9
95
95 / 99
Test
Information
Drive
Weight of
Top
Bottom
Cylinder
Volume of
Test #
Test Location
Elevation
Reference
Cylinder ID
Cylinder (lb)
Diameter (in)
Diameter (in)
Height (in)
Cylinder (cf)
Field Technician
241
CQA - Clay Subgrade: B6
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwu wu
242
CQA - Clay Subgrade: B7
0.0
KN-2
1.320
3.860
3.860
4.990
0.0338
Kingsley
Nwaogwugwu
243
CQA - Clay Subgrade: A5
0.0
KN-2
1.320
3.860
3.860
4.990
1 0.0338
Kingsley
1
Nwao wu wu
Remarks
Comments
Related Tests
Test # Related Test # I Test Type
Copyright Oasis Consulting Services 2023 Page 36 of 36

APPENDIX B
Section 2
CLAY LINER BORROW

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method Q
DATE: 07/21/2023
JOB NO.: 235005
LAB NO: 5198
PROJECT: Anson County Landfill
CLIENT: Waste Connections
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
SAMPLE
ID.
HYDRAULIC
CONDUCTIVITY
K (cm/s)
TP-01
1.30x 10-'
TP-02
3.59X 10-'
TP-03
3.72 X 10-'
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 5 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
D.W
Donnie Whisler
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5198
Project Number: 235005
Location
TP-01
Technician
KS/VP
Test Date: 7/21/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CL
Sample Description:
Orange brown sandy CLAY (CL) with rock fragments
Boring n/a
Depth n/a
IC
50
30
10
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
46
Plastic Limit
27
Plasticity Index
19
Passing# 200 80.2
For classification of fine- rained soils
and fine-grained f Tact ion of coarse-groinecf
/
J0000000OO/
soi € —Is
Equation of "A -line
Horizontal at PI=4 to LL=25.5,
,•�;/
`,
�'A
`'
then PI-0-73 (LL-20)
''`�f
••
Equation of "U"-line
Vertical at LL=16 to PI=7
CJ�
then PI = 0.9 (LL-8) i
/I
\01 1/000
MH OF3
OH
{0/
---
MLOR OL
_M
00
10 I6 20 bU 4U aV ou ry
LIQUID LIMIT (LL)
ov ;?v
1 VV
IN

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2 Lab#: 5198
Project Number: 235005
(Location
TP-02
Technician KS/VP
Test Date: 7/21/2023
'Type of Test:
Atterberg Limits
Checked by RR
USCS Classification: CL
:Sample Description:
Orange brown sandy silty CLAY (CL) with rock fragments
I Boring n/a
Depth n/a
60
H 50
X
w
0 40
z
t 30
U_
F—
N
Q 2C
J
a
10
7
4
00 10 16 20 30 40 50 60 70
LIQUID LIMIT (ILL)
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 52
Plastic Limit 29
Plasticity Index 23
Passing # 200 75.1
For classification of fine- rained soils
an ine-grainedf Fact ion o coarse -grained/
/
soils.
Equation of "Al -line
Horizontal at PI=4 to LL=25.5,
then PI-0.73 (IL-20)
Equation of "U"-line
Vertical at LL=16 to PI=7 / G�
then PI = 0.9 (LL-8)
ON
MH OR
OH
-
MLOR OL
I
OV 7V � VV
JE

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5198
Project Number: 235005
Location
TP-03
Technician
KS/VP
Test Date: 7/21/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CH-MH
Sample Description:
Orange brown sandy CLAY (CH-MH) with rock fragments
Boring n/a
Depth n/a
60
H 50
col.
X
w
C 40
z
30
U
Q 2C
iL
10
7
4
40 10 16 20 30 40 50 60 70
LIQUID LIMIT (LL)
*USCS Classification is based on the Atterberg Limi'
Liquid Limit 50
Plastic Limit 28
Plasticity Index 22
Grain Size Analysis results.
Passing # 200 69.4
For classification of fine- ruined soils
and f ine-grained f Tact ion of coarse -grained/
'
sails
Equation of W -line
Horizontal at PI=4 to LL=25.5,
then PI-0.73 (LL-20)
`
Equation of"U"-line
Vertical at LL =16 to PI=7 /
G�
then PI=0.9(LL-8)
/
MH OR
OH
-- _ R OL MLo
I �
�
qV 7v
ID

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JASIs
CLIENT
PROJECT
Waste
Oasis
Connections
Consulting
Services
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Anson Waste Management Facilitv Phase 4 Cell 2
PROJECT LOCATION Anson County, NC
Source of Material CL-04 0.0
Description of Material
Test Method ASTM D698 Method A
Lab Technician VP/DW
Date Sampled 7/19/2023
Date Tested 7/30/2023
TEST RESULTS
Ma)amum Dry Density 92.6 PCF
Optimum Water Content 13.7 %
11 IV
ATTERBERG LIMITS
ILL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
2.70
2.60
NUMBER
235005
135
130
125
120
115
110
a
w 105
}
of
0
100
95
90
85
80
x
IN
75
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

LEM
man
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1 1 1 1 1

APPENDIX B
Section 3
CLAY LINER DURING
CONSTRUCTION

O (� I (` 45 Woodstock Street
J J Roswell, Georgia 30075
CONSULTING Phone: [phone]
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
PROJECT: Anson County Landfill
DATE: 07/24/2023
JOB NO.: 235005
LAB NO: 5199
CLIENT: Waste Connections
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
SAMPLE
ID.
HYDRAULIC
CONDUCTIVITY
K (cm/s)
ST-01
4.09X 10-7
ST-02
7.63 x 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 5 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
D.W.
Donnie Whisler
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5199
Project Number: 235005
Location I
ST-01
Technician
KS/VP
'Test Date: 7/23/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CH-MH
Sample Description:
Orange brown sandy silty CLAY (CH-MH)
Boring n/a
Depth n/a
60
H 50
�a.
X
w
C 40
z
r
E-
U
H
Q
J
a
30
20
10
7
4
00 10 16 20 30 40 56 60 70
LIQUID LIMIT (ILL)
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
58
Plastic Limit
30
Plasticity Index
28
Passing #200 65.6
For classification of fine- rained soils
a nd f ine-grained f roctIon of coarse -grained
/
0000.0,000000
soils,
000,
Equation of "A - line \�j,�
Horizontal at PI=4 to LL=25.5,
Jj/ ���
then PI-0.73 (LL-20) `
Equation of "U"- I ine
Vertical at LL=16 to PI=7 G
then PI = 0.9 (LL-6) ♦�
--
MLOR OL
I
OV 7V ivv
III7

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5199
Project Number: 235005
Location
ST-02
Technician
KS/VP
Test Date: 7/23/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CL-ML
Sample Description:
Orange brown sandy silty CLAY (CL-ML)
Boring n/a
Depth n/a
L• 9
H 50
X
W
O 40
z
}
~ 30
U
Q 2C
J
a
10
7
4
0
0
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
49
Plastic Limit
27
Plasticity Index
22
Passing # 200 70.6
lOF
For classification of fine- roined soils
000,
an Ine-groinedfFact ion o coarse -grained
soils.
Equation of "A' - line
Horizontal at PI=4 to LL=25.5,
then PI-0.73 (LL-20)
o``
Equat ion of "U"- I ine
Vertical at LL =16 to PI=7
then PI = 0.9 (LL-8)
M H OR
OH
MLOR QL
I
I
10 16 20 30 4 U W bU r U
LIQUID LIMIT (LL)
ov 7V
n Ll
E

O A (� I (� 45 Woodstock Street
J J Roswell, Georgia 30075
CONSULTING Phone: [phone]
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 08-08-2023
JOB NO.: 235005
LAB NO: 5210
PROJECT: Anson County Landfill
CLIENT: Waste Connections
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
SAMPLE
ID.
HYDRAULIC
CONDUCTIVITY
K (cm/s)
ST-03
3.72X 10-7
ST-04
1.10X 10-6
ST-05
3.97X 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 5 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
D.W.
Donnie Whisler
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name-
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-03
Technician
KS/VP
Test Date: 8/8/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CH-MH
Sample Description:
Orange brown sandy silty CLAY (CH-MH)
Boring n/a Depth n/a
60
H 50
C-
X
w
G 4C
z
U
a
J
a
30
2C
10
7
4
00 10 16 20 30 40 50 60 70
LIQUID LIMIT (LL)
-USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
55
Plastic Limit
30
Plasticity Index
25
PASSING # 200 65%
For classification of fine-grained soils
of
and fine-grained friaction of coarse-grolne
/
soils
\��
/40000,
Equation of "A -line
Horizontal at PI=4 to LL=25.5,
oe
then PI-0.73 (LL-20)
Equat ion of "U"- I ine
Vertical at LL=16 to PI=7 /
G`-
then PI= 0.9 (ZZ
� oti
61
MH 0li
OH
MLoR
OL
I
,
OV ;? iVV
IN

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-04
Technician
KS/VP
Test Date: 8/8/2023
'Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: MH
'Sample Description:
Orange brown sandy SILT (MH) with rock fragments
Boring n/a
Depth n/a
60
H 50
0.
X
w
0 40
z
V
H
N
a
J
a
30
2C
10
7
4
00 10 16 20 30 40 56 60 70
LIQUID LIMIT (LL)
*USCS Classification is based r
Liquid Limit
62
Plastic Limit
33
Plasticity Index
29
rhere Limit test and the Grain Size Analysis results.
PASSING # 200 63.4%
For classification of fine- rained soils
Of
and fine-grained f ract ion of coarse-graine]/d
J000OO/
soils
Equation of Al - line
Horizontal at PI=4 to LL=25.5,
``
�11
then PI-0.73 (LL-20)
``��
�•p�'
Equation of"U"-line
Vertical at LL=16 to PI=7 /
G�
then PI=0.9(LL-8)
I
�
I
•
MH O'R
OH
I
MLoR
OL
--
I
i
ov w wv
W

OASIS
CONSULTING REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
SERVICES
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-05
Technician
KS/VP
Test Date: 8/8/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: MH-CH
Sample Description:.
Orange brown sandy clayey SILT (MH-ch) with rock fragments
Boring n/a
Depth n/a
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
PASSING # 200 63.8%
Liquid Limit
51
Plastic Limit 1 27
Plasticity Index 24
60
For classification of fine- rained soils
ondTns-grained fraction of coarse -grains
soils.
H 50
-
Equation of �A -I ine
i
Horizontal at PI=4 to LL=25.5,
f/
w
then PI-0.73(LL-20)
4
z
Equation of "U"-line
Vertical at LL=16 to PI=7
G
>'
then PI = 0.9 (LL-6)
30
U
�
J 0
/ {g`
a
10
7.----"vM
_ MLOROL
4 -
I
00 10 16 20 30 40 50 60
LIQUID LIMIT (LL)
MH 6,00H
70 60 90 100 110

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 07/30/2023
JOB NO.: 235005
LAB NO: 5208
PROJECT: Anson County Landfill
CLIENT: Waste Connections
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
SAMPLE
ID.
HYDRAULIC
CONDUCTIVITY
K (cm/s)
ST-06
9.91 X 10-'
ST-07
6.44X 10-7
ST-08
8.87X 10-7
ST-09
8.37X 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 5 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
Donnie Whisler
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5208
Project Number: 235005
Location
ST-06
Technician
KS/VP
Test Date: 8/1/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CH-MH
Sample Description:
Orange brown sandy silty CLAY (CH-MH) with rock fragments
Boring n/a
Depth n/a
H
Ia
X
w
a
z
t
U
a
J
a
60
40
2a
10
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
53
Plastic Limit
28
Plasticity Index
25
%Passing #200 74
For classification of fine-groined soils
and me -grained f ract ion o coarse -grained /
'
soils
Equation of "A" - line
Horizontal at PI=4 to LL=25.5,
' then PI-0.73 (LL-20)
Equot ion of "U"- I ine
I`
Vertical at LL =16 to PI=7
then PI=0.9(LL-8)
MH 0R OH
---
MLOR
OL
�-
v
CL-M
n�
10 16 20 S0 4u Dv ov ru
LIQUID LIMIT (LL)
ov 7V 1VV

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5208
Project Number: 235005
(Location
ST-07
Technician
KS/VP
Test Date: 8/1/2023
'Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: MIL
:Sample Description:
Orange brown sandy SILT (ML) with rock fragments
Boring n/a
Depth n/a
H
CL
x
LEI
c
Z
H
U
H
N
Q
J
a
60
50
2C
IC
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
49
Plastic Limit
29
Plasticity Index
20
%Passing #200 76.1
iv
For classification of fine- rained soils
and fine-grainedfraction a course -grained
soils
Equation of "A' - line
Horizontal at PI=4 to LL=25.5,
then PI-0.73 (LL-20)
MIX
�`
Equation of "U"-line
Vertical at LL =16 to PI=7
then PI = 0.9 (LL-8) ♦�
1\01
Ct
MH OR OH
/0/0/
/
V
~ ---
MLOR
OL
--
�c
00
IQ 16 [1 W 4u 3u ou ry
LIQUID LIMIT (ILL)
1E

„ OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5208
Project Number: 235005
Location
ST-08
Technician
KS/VP
Test Date: 8/1/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: CH-MH
Sample Description:
Orange brown sandy silty CLAY (CH-MH)
Boring n/a
Depth n/a
60
H 50
0_
X
w
c 40
z
r
H 30
U
Cn
a 2a
J
a
10
7
4
00 10 16 20 30 40 50 60 70
LIQUID LIMIT (ILL)
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 49
Plastic Limit 29
Plasticity Index 20
%passing #200 73.1
For classification of fine- roined soils
an Ine-grained f roct i on of coarse -grained/
/
soils.
�j/
Equation of W -line
Horizontal at PI=4 to LL=25.5,
4
then PI-0.73 (LL-20)
Equation of"U"-line
Vertical at LL =16 to PI=7 /
G�
then PI= 0.9 (LL-8)
MH c
i QH
I
ML°ROL
,c -M
I
8V VU
IV
11Z

.G OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5208
Project Number: 235005
Location
ST-09
Technician
KS/VP
Test Date: 8/1/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: ML-CL
Sample Description:
Orange brown sandy SILT (ML-CL) with rock fragments
113oring n/a
Depth n/a
60
H 50
0"
X
W
0 40
Z
}
30
c.�
H
N
Q 20
J
a
10
7
4
0p
*USCS Classification is based on the
Liquid Limit 47
Plastic Limit 29
Plasticity Index 18
% Passing #200 74.6
Analysis results.
10 16 20 30 40 W bU U ov 7v vv 0
LIQUID LIMIT (LL)

O A (� I (� 45 Woodstock Street
J J Roswell, Georgia 30075
CONSULTING Phone: [phone]
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 08/06/2023
JOB NO.: 235005
LAB NO: 5207
PROJECT: Anson County Landfill
CLIENT: Waste Connections
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
SAMPLE
ID.
I
HYDRAULIC
CONDUCTIVITY
K (cm/s)
ST-10
9.91x 10-7
ST-11
4.79x 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 5 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
D.W.
Donnie Whisler
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
SERVICES
Project Name:
.Anson Landfill Phase 4 Cell 2
Lab#: 5207
Project Number: 235005
Location
ST-10
Technician
KS/VP
Test Date: 7/23/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: ML
Sample Description:
Orange brown sandy SILT (ML)
I Boring n/a Depth n/a
Liquid Limit
42
Plastic Limit
30
Plasticity Index
12
%Passing # 200 81.4
60
For classification of fine-grained soils
and f ine-grained f ract ion of coarse -grained
-� soils.
H 50
Equat ion of pA - I i ne
Horizontal at PI=4 to LL=25.5,
wo 40 then PI-0.73 (LL-20)
z Equation of "U"-line , �c
Vertical at LL=16 to PI= G
r then PI = 0.9 (LL-8) ��
t 30--
4 _ �� —
U �
20 i
0- // (:?
• ill �
.�T
L0ROL
Analysis results.
MH °Fk OH
30 40 50 60 70 80 90 100 110
LIQUID LIMIT (ILL)

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5207
Project Number: 235005
Location
ST-11
Technician
KS/VP
Test Date: 8/7/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: ML
Sample Description:
Orange brown sandy SILT (ML)
Boring n/a
Depth n/a
60
50
30
2C
10
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis resu,..,
Liquid Limit
41
Plastic Limit
30
Plasticity Index
11
Passing 200 76.2
For classification of fine-grcined soils
and f ine-grained fraction of coarse-grained
soils.
Equation of Am -line
Horizontal
Horizontal at PI=4 to LL=25.5, ••�,/
��
then PI-0.73 (LL-20) ``�/
`,
••P�
Equation of "U"-line
Vertical at LL=16 toPI=7 G�
then PI = 0.9 (LL-8)
M H OR
OH
oeer
--A
IMLOROL
00
10 16 20 6u 4U Dv ov ry
LIQUID LIMIT (LL)
ov 7V iVV

O A (` I (` 45 Woodstock Street
J J Roswell, Georgia 30075
CONSULTING Phone: [phone]
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 08/19/2023
JOB NO.: 235005
LAB NO: 5211
PROJECT: Anson County Landfill
CLIENT: Waste Connections
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
SAMPLE
1D.
HYDRAULIC
CONDUCTIVITY
K (cm/s)
ST-12
1.20X 10-6
ST-13
4.18X 10-'
ST-14
8.27X 10-'
ST-15
5.53X 10-'
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 5 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
Donnie Whisler
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-12
Technician
KS/VP
Test Date: 8/19/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: ML
Sample Description:
Orange brown sandy clayey SILT (ML) with rock fragments
Boring n/a Depth n/a
W
H 50
X
G 40
z
~ 30
U
H
Q 2C
J
a
10
7
4
00
`USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
40
Plastic Limit
30
Plasticity Index
10
PASSING # 200 80.0%
iv
For classificatXinede- reined soils
an ine-grainea coarse -grained
/
soils
Equation of dA8-,��
Horizontal at P=25.5, J�,/
`1.
��then
PI-0.73/Equation
of "li'�Vertical
at LL�7 /then
PI=0.9(//
/
MH oR
OH
// Gv
/
MLoIR
OL
I
4
10 16 20 30 40 a0 bV ru
LIQUID LIMIT (ILL)
tsu 7V
L%JW
He]

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-13
Technician
KS/VP
Test Date: 8/19/2023
Type of Test:
Atterberg Limits
Checked by
RR
USCS Classification: ML
Sample Description:
Orange brown sandy clayey SILT (ML) with rock fragments
113oring n/a
Depth n/a
A
50
M
30
I,4,
10
7
4
*USCS Classific-
Liquid Limit
40
Plastic Limit
31
Plasticity Index
9
PASSING # 200 86.1%
Analysis results.
For classification of fine- rained soils
andFine-grained fraction of coarse -grained/
'
soils
Equation of 0A7-line
Horizontal at PI=4 to LL=25.5,
\�a//
then PI-0.73 (ILL-20)
I'
Equation of "U"-line
Vertical at LL=16 to PI=7 /
G�
then PI= 0.9 (I-8)
// ,OY
• �`
MH OR
OH
---
ML
R OL
c _M
I
a�
10 Ib 20 bU 4v :)u ov iv
LIQUID LIMIT (LL)
ov 7V VV
ID

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-14
Technician KS/VP
Test Date: 8/19/2023
Type of Test:
Atterberg Limits
Checked by RR
USCS Classification: ML
Sample Description:
Orange brown sandy clayey SILT (ML) with rock fragments
Boring n/a
Depth n/a
H
X
w
a
z
}
E-
U
a
J
a
60
50
30
2a
10
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
39
Plastic Limit
29
Plasticity Index
10
PASSING # 200
For classification of fine-grained soils
an fine-gra coed racoon a coarse-graine
Soils.
Equation of �A - line
Horizontal of PI=4 to LL=25.5,
then PI-0.73 (LL-20)
Equation of "U"-line
Vertical at LL=I6 to PI=7 /
G�
then PI = 0.9 (LL-6)
f
�
//0000111
l MH oR OH
/
}}
101
MLOROL
i I
r
•C -M
o�
ID 16 20 3U 4U ov 13v fu
LIQUID LIMIT (LL)
6V 7V I%Jv
Irt

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson Landfill Phase 4 Cell 2
Lab#: 5210
Project Number: 235005
Location
ST-15
Technician KS/VP
Test Date: 8/19/2023
Type of Test:
Atterberg Limits
Checked by RR
USCS Classification: ML
Sample Description:
Orange brown sandy clayey SILT (ML) with rock fragments
113oring n/a
Depth n/a
I
H 50
.a
x
G 40
z
30
NEe
10
7
4
0
`USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
41
Plastic Limit
30
Plasticity Index
11
PASSING # 200
For classification of fine- coined soils
and fine-grained raction o coarse -grained
/
-100
/0000/
Solis
a�/
Equation of W-line
Horizontal at PI=4 to LL=25.5,
then PI-0.73 (LL-20)
`
Equotion of "U"-line
Vertical at LL=16 to PI=7 /
G�
then PI = 0.9 (LL-8)
NO,
i
MHoROHi
/
f
---
MLoR
OL
_M
0 10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (LL)

APPENDIX B
Section 4
PROTECTIVE
COVER

OASIS
CONSULTING
SERVICES
PERMEABILITY TEST REPORT
(ASTM D2434)
DATE: 07/10/2023
LAB NO.: 5192
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
CLIENT: Waste Connections PROJECT: Anson Landfill Cell 4 Phase II
PROJECT #.: 235005
Received from:
Type Test:
Type Sample:
Technician:
Jobsite
Constant Head Permeability
Remolded Sand
DW-VP
SAMPLE
ID.
DESCRIPTION
PERMEABILITY
K
cm/s
PC-01
Sand
9.71 X 10-3
PC-02
Sand
9.37 X 10-3
PC-03
Sand
6.11 X 10-3
PC-04
Sand
4.37 X 10-3
Notes:
1) Permeant liquid: Tap Water
2) Temperature: 71 OF
Respectfully Submitted,
/ OASIS CONSULTING SERVICES
lv
Donnie Whistler
Laboratory Supervisor
Rev 10-11-19

APPENDIX B
Section 5
LCS AGGREGATE

100
90
e 80
�. 70
3 60
50
6.
40
e 30
cd
d 20
10
0
Excel Geotechnical Testing, inc. Project Name: Anson Landfill - Phase 4,Cell 2
"Excellence in Testing" Project No: PN1098-08
953 Forrest Street, Roswell, Georgia 30075 Client Sample ID: LCG-01
Tel: [phone], www.exceigeotesting.com Lab Sample No: 23G192
o; 42 INSOLUBLE RESIDUE IN CARBONATE AGGREGATES
U.S. Standard Sieve Sizes and Numbers
gHIRE
■vn■w=11w■iumlimi
■���
HIM
mill
limmillillism
IHIIIINI■nnI
0�
�11�Ilp�ll�
i�1�l��llllll�ll�l�Al��■
III
1000.000 100.000 10.000 1.000 0.100
Grain Size (mm)
Sieve No.
Size (mm)
% Finer
2"
50.0
100.0
1.5"
37.5
100.0
1"
25.0
100.0
3/4"
19.0
100.0
1/2"
12.5
3/8"
9.50
#4
4.75
#8
236
#16
1.180
#30
0.600
#50
0.300
#100
0 150
#200
0 075
nyurulner-
Particle Diameter % Finer
0.050
0.020
0.005
0.002
0.001
Gravel (%):
100.0
Sand
Fines
Silt (%):
Clay (%):
Coeff. Unif. (Cu):
Coeff. Curv. (Cc):
H
70
60
50
k
40
w
30
a
0. 20
10
0
0.010 0.001 0.000
0 10 20 30 40 50 60 70 80 90 100 110 120
Liquid Limit (LL)
Client
Sample
ID.
Lab
Sample
No:
Moisture
Content
(%)
Fines Content
< No. 200
(%)
Atterberg Limits
Engineering Classification
LL
( - )
PL
( - )
I PI
(-)
LCG-01
23 G 192
�(s): Unly particles passes lnrougn i inch Nieve ana wasnea over uz incn sieve were uses.
C)1�7 N'J

Excel Geotechnical Testing, Inc.
Project Name: Anson Landfill - Phase 4,Cell 2
"Excellence in Testing"
Project No: PN1098-08
953 Forrest Street, Roswell, Georgia 30075
Client Sample ID: LCG-01
Tel: [phone], www.exceigeotesting.com
Lab Sample No: 23G192
2
D 3042 INSOLUBLE RESIDUE IN CARBONATE AGGREGATES
304
100
90
80
70
d 60
3 50
40
30
" 20
a
10
0
U.S. Standard Sieve Sizes and Numbers
�rl�lm��■gyp■PMME
Ill
01■��—After
_I��
���■�I��Y�111�1
�YI�■10��11111111
Nlm
��I�I11�18
■�Il�l�m�l�■IA��111v
CAI
�IIAl11
�W!�!I�I�Alll�ll■�
1000.000 100.000 10.000 1.000 0.100 0.010 0.001 0.000
Grain Size (mm)
Sieve No.
Size (mm)
% Finer
2"
50.0
100.0
1.5"
37.5
100.0
1"
25.0
100.0
3/4"
19.0
100.0
1/2"
12.7
1.4
3/8"
9.50
1.4
#4
4.75
1.4
#8
236
1.4
#16
1.180
14
#30
0.600
1 4
#50
0.300
1 4
#100
0.150
1 4
#200
0.075
1.4
Hydrometer
Particle Diameter
finna)
% Finer
0.050
0.020
0.005
0.002
0.001
Gravel (%): 98.6
Sand (%):
Fines (% ): 1.4
Silt (%):
Clay (%):
Coeff. UniL (Cu):
+Coeff. Curv. (Cc):
dl/
70
60 CH or OH
96 50
D "A" Line
_ 40
30
� '1I1 ,•r i N!
p. 20 t. or o
10
ML or OL
0 10 20 30 40 50 60 70 80 90 100 110 120
Liquid Limit (LL)
Client
Sample
ID.
Lab
Sample
No:
Moisture
Content
(%)
Fines Content
< No. 200
(%)
Atterberg Limits
Total Insoluble Residue
(%)
LL
(-)
PL
(-)
PI
(-)
LCG-01
23G192
1.4
98.6 3
Note(s): Only particles passed through 3/4 inch Jieve and wasnea over l/z inch weve were uses.
9'�Vdgg, rjD,
NO

Excel Geotechnical Testing, Inc. Project Name: Anson Landfill - Phase 4,Cell 2
1 "Excellence in Testing" Project No: PN1098-08
w. 953 Forrest Street, Roswell, Georgia 30075 Client Sample ID: LCG-01
Tel: [phone], www.exceigeotesting.com Lab Sample No: 23G192
ASTM C 216, D422, D 41, SOIL INDEX PROPERTIES Grain Size, Spec. oN Al been, Content,
D 1140, D 2216, D 2467, D 4318 Eng. Classiricaslon. Asr[iLcfi Limi[s
100
90
80
s 70
3 60
50
we 40
30
20
a
10
0
U.S. Standard Sieve Sizes and Numbers
�ou��i�n�n■■nm�ain�i�'�
NAI���11■�Ie�IN�luo�lwpgll�ll
�■
1000 100 10 1 0.1 0.01
Grain Size ( mm )
ve No.
Size (mm)
% Finer
3°
75
100.0
2"
r
50
100.0
1.5"
37.5
1000
1"
25
96.9
3/4"
19
92.6
1/2"
12.7
29.8
3/8"
9.5
12.3
#4
4.75
1.8
#8
2.36
1.5
#16
1.180
1.2
#30
0.600
1.1
#50
0.300
0.9
#100
0.150
0.7
#200
0.075
0.6
nyurommur
Particle Diameter I % Finer
Gravel (%):
982
Sand (%):
1.2
Fines (%):
0.6
Coeff. Unif. (Cu): 2.3
Coeff. Curv. (Cc): 0.9
au
70
60
50
x
d
�o
40
30
0.
20
10
0
0.001 0.0001
0 10 20 30 40 50 60 70 80 90 100 110 120
Liquid Limit (LL )
Client
Lab
Moisture
Fines Content
Sample
Sample
Content
< No. 200
Engineering Classification
ID.
No:
( % )
( % )
LCG-01
23G192
0.6
SP - Poorly graded sand Z�
Me]
o, pea$ . -

APPENDIX C
MANUFACTURERS'
QUALITY CONTROL
CERTIFICATES

APPENDIX C
Section 1
HDPE GEOMEMBRANE

r Product: 60-HD-11-BLK-BLK-AVG-STD-24.00 QC'd By: WaQkah PaAd
Project : WCI Anson Phase 4 Cell 2, NC Date: September 6, 2023
Customer: Waste Connections Inc.
Cust P0: 6115-23-0002
We hereby certify the following test results for the above referenced product/project
Thick Thick CB Disp
Asperity Tensile Elong Tensile Elong Tear Punct Carbon Resin
ness ness Density (Views
Height at Yield at Yield at Break at Break Resistance Resist Black OIT
MAV MIN (glcc) ° in Cat Minute
Count Roll Area (mil) (mil) (mil) (ppi) (%) (ppi) (%) (lb) (lb) (/°) 1or2) ( ) Resin
Number (sq ft)
ASTM ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM Lot #
D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM
D 5994 D 5994 Side A Side B MD TD MD I TD I MD TD MD I TD MD TD I
D 4833 D 1505 D 4218 D 5596 11 D 3895
01
02
03
04
05
06
07
08
09
10
11
12
3101402001
3101402002
3101402003
3101402004
3101402005
1 3101402006
3101402007
3101402008
3101402009
3101402010
3101402011
3101402012
11,520.00
11,520.00
11,520.00
11,520.00
11,520.00
11,520.00
11,520.00
11,520.00
11,520.00 `
11,520.00I
11,520.00
11,520.00
61
61
61
60
60
60
60
60
60
60
61
61
59
26
29
154
156
18
17
15
15
174
197
197
197
197
202
202
202
202
202
177
177
158
160
160
160
160
170
17
170
170
170
176
176
463
530
530
530
530
547
5547
547
547
547
423
423
437
430
430
430
430
447
447
447
447
447
419
419
54
54
54
54
54
` 54
54
54
54
54
52
52
55
57
57
57
57
57
57
57
57
57
56
56
147
148
148
148
148
148
148
148
148
148
146
146
0.947
0.947
0.947
0.947
0.947
0.947
0.947
0.947
0.947 '
0.947
0.947
0.947
2.5
2.5
2.5
2.5
2.5
2.6
2.6
2.6
— 2.6
2.6
2.5
2.5
10
10
10
10
10
10
10
10
10
10
10
10
249
249
249
249
249
249
249
249
249
249
249
249
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
23E1254
58
59
58
26
27
28
27
30
31
160
160
163
163
17
17
29
29
160
160
163
163
17
17
15
59
15
58
59
29
28
29
152
152
163
17
16
28
163
17
16
57
29
31
152
163
17
17
j 16
` 16
16
59
25
29 152 163
31 152 163
30 159 158
30 159 158
57
26
17
57
58
25
17
17
17 —
17
28
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

Ai
Product: 60-HD-1I-BLK-BLK-AVG-STD-24.00 QC'd By: Na ah Pa,�{,.Q. Project : WCI Anson Phase 4 Cell 2, NC Date: September 6, 2023
W6V-C-3 Customer: Waste Connections Inc.
Cust P0: 6115-23.0002
We hereby certify the following test results for the above referenced product/project
Thick Thick CB Disp
Asperity Tensile Elong Tensile Elong Tear Punct Carbon Resin
ness ness (Views Density
Height at Yield at Yield at Break at Break Resistance Resist Black OIT
MAV MIN (glcc) ° in Cat
Count Roll Area (mil) (mil) (mil) (ppi) N (ppi) N (lb) (lb) (�°) 1 or 2) (Minute) Resin
Number (sq ft) Lot #
ASTM ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM
D 5994 D 5994 Side A Side B MD TD MD TD MD TD MD TD MD TD D 4833 D 1505 D 4218 D 5596 D 3895
13
3101402013
11,520.00
61
59
25
31
159
158
17
17
177
176
423
419
52
56
146
0.947
2.5
10
249
23E1254
14
3101402014
11,520.00
60
58
27
32
159
158
17
17
177
176 1423
419
52
56
146
0.947
2.5
10
249
23E1254
15
3101402015
11,520.00
60
56
25
30
155
153
17
15
199
157
536
418
52
56
146
0.947
i
2.5
10
249
23E1254
16
3101402016
11,520.00
61
57
26
29
155
153
17
15
199
157
536
418
52
56
146
0.947
2.5
10
249
23E1254
17
3101402017
11,520.00
61
56
25
30
155
153
17
15
199
157 `
536
418
52
56
146
0.947
2.5
10
249
23E1254
18
3101402018
11,520.00
60
58
27
30
155
153
17
15 199
157
536
418
52
56
146
0.947
2.5
10
249
23E1254
19
3101402019
11,520.00
60
58
26
30
155
153
17
15 199
157
536
418
52
56
146
0.947
2.5
10 1
249
23E1254
20
3101402020
11,520.00
62
59
28
30
160
166 1
17
16
198
161
533
412
55
58
152
0.946
2.5
10 '
249
23E1254
21
3101402021
11,520.00
60
58
29
28
`160
166
17
16
198
161
533
412
58
152
0.946
2.5
10
249
23E1254
22
3101402022
11,520.00
60
57
26
30
160
166
17
16
198
161
533
' 412
-55
55
58
152
0.946
2.5
10
249
23E1254
23
3101402023
11,520.00
61
59
26
28
160
166
17
16
198
161
533
412
55
58
152
0.946
2.5 1
10
249
23E1254
24
3101402024
11,520.00
60
54
28
29
171
167
17
15
190
146
489
289
55
58
152
0.946
2.7
i 10
249
23E1254
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

Product: 60-HD-11-BLK-BLK-AVG-STD-24.00 QC'd By: Walitah
Project : WCI Anson Phase 4 Cell 2, INC Date: September 6, 2023
Customer: Waste Connections Inc.
Cust P0: 6115-23.0002
We hereby certify the following test results for the above referenced product/project
Thick Thick CB Disp
Asperity Tensile Elong Tensile Elong Tear Punct Carbon Resin
ness ness Density (Views
Height at Yield at Yield at Break at Break Resistance Resist Black OIT
MAV MIN (glcc) ° in Cat Minute
Count Roll Area (mil) (mil) (mil) (ppi) N (ppi) N (lb) (lb) (�°) 1 or 2) ( ) Resin
Number (sq ft) ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 Lot #
ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D 59941
994 D 5994 Side A Side B MD TD MD TD MD TD MD TD MD TD D 4833 1 D 1505 1. D 4218 1. D 5596 D 3895
25
26
27
28
29
3101402025
3101402026
3101402027
3101402028
3101402029
11,520.00
11,520.00
11,520.00
11,520.00
11,520.00
60
61
60
60
61
59
55
26
26
26
30
171
171
167
167
17
17
15
190
146
489
489
489
489
451
289
289
289
289
421 1
55
55
55
55
55
58
58
58
58
57
152
152
152
152
150
0.946
0.946
0.946
0.946
0.947
2.7
2.7
2.7
2.7
2.4
10
10
10
10
10
249
249
249
249
249
23E1254
23E1254
23E1254
23E1254
23E1254
15
190
190
190
146
146
146
56
57
26
27
30
31
171
171
167
17
15
15
167
17
16
59
29
33
162
1. 167
15
183
162
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

Formosa Plastics
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE PHONE:( 888 )FPCUSA3
PO BOX 700
POINT COMFORT TX 77978
Certificate of Analysis
(CONFIDENTAL)
CUSTOMER:SKAPS INC. S/O NO : E36A751
571 INDUSTRIAL PARKWAY CUSTOMER PO : 30131230100
DATE SHIPPED: 7/14/23
COMMERCE GA 30529 LOT NO : 23E1254
PRODUCT :HL3812 WEIGHT (LB) : 182,100.00
RAILCAR TCMX200083 CUSTID:FT04342 SPIDMI
CLEANING/INSPECTION NO: 200083052123
DATE OF PROD: 5/22/23
Test Method Spec Min Spec Max Actual
Melt Index,g/10min ASTM D1238 0 .1 .068
HLMI, g/10 min. ASTM D1238 9 15 11.3
Density, g/cm3 ASTM D1505 .935 .939 .9372
QC SUPERVISOR

Product:
40-HD-11-BLK-BLK-GRI-STD-24.00
QC'd By:
VvAivah
Ott
i
Project :
WCI Anson Phase 4 Cell 2, NC
Date:
September
6, 2023
Customer:
Waste Connections Inc.
Cust P0:
6115-23-0002
We hereby certify the following test results for the above referenced product/project
Thick
Thick
Asperity
Tensile
Elong
Tensile
Elong
Tear
Punct
Carbon
CB Disp
Resin
ness
ness
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
Density
Black
(Views
OIT
Roll
Area
MAV
MIN
(mil)
(ppi)
(%)
(ppi)
(%)
(lb)
(lb)
(glcc)
°
(/°)
in Cat
Minute
( )
Resin
Count
(mil)
(mil)
1 or 2)
Number
(sq ft)
Lot #
ASTM
ASTM
ASTM D 7466
ASTM D 6693
ASTM
D 6693
ASTM D 6693
ASTM D 6693
ASTM D 1004
ASTM
ASTM
ASTM
ASTM
ASTM
Side A
Side B
MD TD
MD
TD
MD
TD
MD
TD
MD
TD
D 5994
D 5994
D 4833
D 1505
D 4218
D 5596
D 3895
01 3102402001
17,160.00
40 35 25
25
109 114
16
14
130
116
475
` 434
37 39
113
0.947
2.4
10
249
23E1254
02 3102402002
17,160.00
38 35 25
25
107 112
17
15
141
118
530
498
37 40
107
0.949
2.5
10
249
23E1254
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

APPENDIX C
Section 2
GCL

CETCO
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
RECAP SHEETS
TO: WASTE CONNECTIONS FROM: CETCO / ENRIQUE
WCN - ANSON COUNTY LF EXPANSION PHASE 4 CELL 2 CELL ('23)
POLKTON, NC. 28135
SUSAN.REID(@WASTECONNECTIONS.COM TYLERF(c)WCNX.ORG
LO -
E-MAIL: [e-mail] / jennifer.ma
CUSTOMER PO# 6115-23-002
ORDER: 294,750 SFT BENTOMAT ST (131 ROLLS)
15 BAGS CG-50
ORDER #
TRUCK
SHIP DATE
ROLLS
ROLL SFT
BAGS
55080095
DND RUNNER
7/15/2023
12
27000
15
55080097
D&E
7/15/2023
17
38250
0
55080098
MANAS EXPRESS
7/15/2023
17
38250
0
55080099
DND RUNNER
7/15/2023
17
38250
0
55080100
55080101
55080102
55080103
TOTALS
63
141750
15
Page 1 of 1

A&
AMERICAN COLLOID COMPANY y
Carrier : DND RUNNER
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 4316 Trailer # : 63898 /
Shippers No : 55080095 Delivery No : 32844316
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
27000.0000 FT2
27000.0000 FT2
BENTOMAT® ST
32670.0000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
15.0000 EA
15.0000 EA
VOLCLAY® CG-50
750.0000
012 , CLAY-BENTONITE-GROUND
CLASS 50 ITEM 48170 / 3295232
3295232
Gross: 31320 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 31320
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Strig ht Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
(i�'ACarrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO: 55080095
BOL NO: 3428151
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE: 14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE: 15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934 US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
15
EA 15 VOLCLAY® CG-50
L
15 BATCH2619 750
PALLET COUNT: 0 UNIT COUNT: 15
SECONDARY UOM : EA
27000
FT2 27000 BENTOMAT® ST
LL-27-2023:5172
2250 BATCH7659 2570
LL-27-2023:5180
2250 BATCH7659 2595
LL-27-2023:5185
2250 BATCH7659 2565
LL-27-2023:5186
2250 BATCH7659 2545
LL-27-2023:5212
2250 BATCH7659 2575
LL-27-2023:5213
2250 BATCH7659 2535
LL-27-2023:5189
2250 BATCH7659 2540
LL-27-2023:5190
2250 BATCH7659 2535
LL-27-2023:5205
2250 BATCH7659 2510
LL-27-2023:5211
2250 BATCH7659 2530
LL-27-2023:5188
2250 BATCH7659 2525
LL-27-2023:5187
2250 BATCH7659 2545
PALLET COUNT: 0 UNIT COUNT: 12
SECONDARY UOM : RL
TOTAL WEIGHT: 31320
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : D&E
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 297 Trailer # : 48558 /
Shippers No : 55080097 Delivery No : 32842833
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44605 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44605
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080097
BOL NO:
3428180
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5257
2250
BATCH7659 2645
LL-27-2023:5291
2250
BATCH7659 2550
LL-27-2023:5292
2250
BATCH7659 2555
LL-27-2023:5258
2250
BATCH7659 2650
LL-27-2023:5259
2250
BATCH7659 2655
LL-27-2023:5260
2250
BATCH7659 2625
LL-27-2023:5261
2250
BATCH7659 2645
LL-27-2023:5262
2250
BATCH7659 2640
LL-27-2023:5263
2250
BATCH7659 2640
LL-27-2023:5266
2250
BATCH7659 2685
LL-27-2023:5268
2250
BATCH7659 2615
LL-27-2023:5269
2250
BATCH7659 2590
LL-27-2023:5271
2250
BATCH7659 2590
LL-27-2023:5274
2250
BATCH7659 2645
LL-27-2023:5277
2250
BATCH7659 2590
LL-27-2023:5280
2250
BATCH7659 2645
LL-27-2023:5254
2250
BATCH7659 2640
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44605
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : MANAS EXPRESS
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 34686 Trailer # : 111 /
Shippers No : 55080098 Delivery No : 32842832
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44205 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44205
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080098
BOL NO:
3428178
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5201
2250
BATCH7659 2545
LL-27-2023:5293
2250
BATCH7659 2570
LL-27-2023:5294
2250
BATCH7659 2545
LL-27-2023:5206
2250
BATCH7659 2500
LL-27-2023:5209
2250
BATCH7659 2530
LL-27-2023:5216
2250
BATCH7659 2595
LL-27-2023:5218
2250
BATCH7659 2605
LL-27-2023:5219
2250
BATCH7659 2595
LL-27-2023:5222
2250
BATCH7659 2640
LL-27-2023:5223
2250
BATCH7659 2695
LL-27-2023:5231
2250
BATCH7659 2750
LL-27-2023:5246
2250
BATCH7659 2635
LL-27-2023:5265
2250
BATCH7659 2625
LL-27-2023:5270
2250
BATCH7659 2580
LL-27-2023:5282
2250
BATCH7659 2630
LL-27-2023:5283
2250
BATCH7659 2570
LL-27-2023:5192
2250
BATCH7659 2595
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44205
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : DND RUNNER
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 2246 Trailer # : 800 /
Shippers No : 55080099 Delivery No : 32842834
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44370 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44370
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the ship er and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080099
BOL NO:
3428179
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5250
2250
BATCH7659 2645
LL-27-2023:5281
2250
BATCH7659 2600
LL-27-2023:5284
2250
BATCH7659 2570
LL-27-2023:5286
2250
BATCH7659 2550
LL-27-2023:5287
2250
BATCH7659 2550
LL-27-2023:5288
2250
BATCH7659 2570
LL-27-2023:5289
2250
BATCH7659 2595
LL-27-2023:5290
2250
BATCH7659 2600
LL-27-2023:5252
2250
BATCH7659 2625
LL-27-2023:5264
2250
BATCH7659 2645
LL-27-2023:5272
2250
BATCH7659 2605
LL-27-2023:5273
2250
BATCH7659 2790
LL-27-2023:5275
2250
BATCH7659 2620
LL-27-2023:5276
2250
BATCH7659 2580
LL-27-2023:5278
2250
BATCH7659 2610
LL-27-2023:5279
2250
BATCH7659 2630
LL-27-2023:5285
2250
BATCH7659 2585
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44370
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

A&
AMERICAN COLLOID COMPANY y
Carrier : DND RUNNER
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 4316 Trailer # : 63898 /
Shippers No : 55080095 Delivery No : 32844316
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
27000.0000 FT2
27000.0000 FT2
BENTOMAT® ST
32670.0000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
15.0000 EA
15.0000 EA
VOLCLAY® CG-50
750.0000
012 , CLAY-BENTONITE-GROUND
CLASS 50 ITEM 48170 / 3295232
3295232
Gross: 31320 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 31320
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Strig ht Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
(i�'ACarrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO: 55080095
BOL NO: 3428151
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE: 14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE: 15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934 US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
15
EA 15 VOLCLAY® CG-50
L
15 BATCH2619 750
PALLET COUNT: 0 UNIT COUNT: 15
SECONDARY UOM : EA
27000
FT2 27000 BENTOMAT® ST
LL-27-2023:5172
2250 BATCH7659 2570
LL-27-2023:5180
2250 BATCH7659 2595
LL-27-2023:5185
2250 BATCH7659 2565
LL-27-2023:5186
2250 BATCH7659 2545
LL-27-2023:5212
2250 BATCH7659 2575
LL-27-2023:5213
2250 BATCH7659 2535
LL-27-2023:5189
2250 BATCH7659 2540
LL-27-2023:5190
2250 BATCH7659 2535
LL-27-2023:5205
2250 BATCH7659 2510
LL-27-2023:5211
2250 BATCH7659 2530
LL-27-2023:5188
2250 BATCH7659 2525
LL-27-2023:5187
2250 BATCH7659 2545
PALLET COUNT: 0 UNIT COUNT: 12
SECONDARY UOM : RL
TOTAL WEIGHT: 31320
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : D&E
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 297 Trailer # : 48558 /
Shippers No : 55080097 Delivery No : 32842833
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44605 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44605
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080097
BOL NO:
3428180
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5257
2250
BATCH7659 2645
LL-27-2023:5291
2250
BATCH7659 2550
LL-27-2023:5292
2250
BATCH7659 2555
LL-27-2023:5258
2250
BATCH7659 2650
LL-27-2023:5259
2250
BATCH7659 2655
LL-27-2023:5260
2250
BATCH7659 2625
LL-27-2023:5261
2250
BATCH7659 2645
LL-27-2023:5262
2250
BATCH7659 2640
LL-27-2023:5263
2250
BATCH7659 2640
LL-27-2023:5266
2250
BATCH7659 2685
LL-27-2023:5268
2250
BATCH7659 2615
LL-27-2023:5269
2250
BATCH7659 2590
LL-27-2023:5271
2250
BATCH7659 2590
LL-27-2023:5274
2250
BATCH7659 2645
LL-27-2023:5277
2250
BATCH7659 2590
LL-27-2023:5280
2250
BATCH7659 2645
LL-27-2023:5254
2250
BATCH7659 2640
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44605
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : MANAS EXPRESS
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 34686 Trailer # : 111 /
Shippers No : 55080098 Delivery No : 32842832
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44205 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44205
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080098
BOL NO:
3428178
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5201
2250
BATCH7659 2545
LL-27-2023:5293
2250
BATCH7659 2570
LL-27-2023:5294
2250
BATCH7659 2545
LL-27-2023:5206
2250
BATCH7659 2500
LL-27-2023:5209
2250
BATCH7659 2530
LL-27-2023:5216
2250
BATCH7659 2595
LL-27-2023:5218
2250
BATCH7659 2605
LL-27-2023:5219
2250
BATCH7659 2595
LL-27-2023:5222
2250
BATCH7659 2640
LL-27-2023:5223
2250
BATCH7659 2695
LL-27-2023:5231
2250
BATCH7659 2750
LL-27-2023:5246
2250
BATCH7659 2635
LL-27-2023:5265
2250
BATCH7659 2625
LL-27-2023:5270
2250
BATCH7659 2580
LL-27-2023:5282
2250
BATCH7659 2630
LL-27-2023:5283
2250
BATCH7659 2570
LL-27-2023:5192
2250
BATCH7659 2595
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44205
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : DND RUNNER
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 2246 Trailer # : 800 /
Shippers No : 55080099 Delivery No : 32842834
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44370 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44370
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the ship er and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080099
BOL NO:
3428179
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5250
2250
BATCH7659 2645
LL-27-2023:5281
2250
BATCH7659 2600
LL-27-2023:5284
2250
BATCH7659 2570
LL-27-2023:5286
2250
BATCH7659 2550
LL-27-2023:5287
2250
BATCH7659 2550
LL-27-2023:5288
2250
BATCH7659 2570
LL-27-2023:5289
2250
BATCH7659 2595
LL-27-2023:5290
2250
BATCH7659 2600
LL-27-2023:5252
2250
BATCH7659 2625
LL-27-2023:5264
2250
BATCH7659 2645
LL-27-2023:5272
2250
BATCH7659 2605
LL-27-2023:5273
2250
BATCH7659 2790
LL-27-2023:5275
2250
BATCH7659 2620
LL-27-2023:5276
2250
BATCH7659 2580
LL-27-2023:5278
2250
BATCH7659 2610
LL-27-2023:5279
2250
BATCH7659 2630
LL-27-2023:5285
2250
BATCH7659 2585
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44370
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

Date: 06-Jul-2023 22:23
Purchase Order: 6115-23-0002
ORDER NUMBER: 55079238
WASTE CONNECTIONS (KNOXVILLE,
TN)
ATTN SUSAN REID
11400 PARKSIDE DRIVE SUITE 500
KNOXVILLE,TN,37934
To Whom It May Concern:
Please find the enclosed Manufacturing Quality Assurance/Manufacturing Quality Control (MQA/MQC) test data package
for Geosynthetic Clay Liner (GCL) shipments to WASTE CONNECTIONS (KNOXVILLE, TN) .
Questions regarding this information should be directed to CETCO® Technical Services
at [e-mail].
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO® Lovell Plant

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
CONTENTS:
• Product Certifications
• GCL Order Packing List and MQA Tracking Form
• GCL Manufacturing Quality control test data
• Bentonite clay certification
• Raw Material Test results
PREPARED BY: NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO®
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]

PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
Test Method Property
Test Frequency
Certified Value
ASTM D5890
Bentonite Free Swell
50 tons
24 - ml
ASTM D5891
Bentonite Fluid Loss
50 tons
18 - ml
ASTM D6496
GCL Peel Strength
40,000 sq ft (4,000 sq m)
3.5 - lbs/in
ASTM D5887
GCL-Index Flux
250,000 sq ft
lx10-8 - m3/m2/s
ASTM D5887
GCL-Hydraulic Conductivity
250,000 sq ft
5x10-9 - cm/s
ASTM D6243
GCL Hydrated Internal Shear Strength
1,000,000 sq ft
500 - psf
ASTM D5993
Bentonite Mass/Area
40,000 sq ft (4,000 sq m)
.75 - lbs/sq ft
ASTM D6768
GCL Grab Strength
200,000 sq ft (20,000 sq m)
30 - lbs/in
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. An "*" indicates non-standard testing, frequency, or certified value.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCOO hereby affirms that all BentomatO geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCOO certifies BentomatO to be
essentially free of broken needless and fragments of needles that would negatively affect the performance of the final product.
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCOO Lovell Plant

GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55079238
GCL
GEOTEXTILE
CLAY
BENTOMAT® ST
01-9514
01-9865
CG 50-BLK
Order
GCL Lot#
GCL Roll#
Length
Width
Weight
Sq. ft
Roll # Tested
Capl Roll #
Basel Roll #
Clay Lot #
55079238
LL-27-2023
5164
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5165
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5166
150
15
2580
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5167
150
15
2575
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5168
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5169
150
15
2550
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5170
150
15
2585
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5171
150
15
2580
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5172
150
15
2570
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5173
150
15
2585
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5174
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5175
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5176
150
15
2620
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5177
150
15
2645
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5178
150
15
2635
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5179
150
15
2565
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5180
150
15
2595
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5181
150
15
2545
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5182
150
15
2570
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5183
150
15
2575
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5184
150
15
2570
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5185
150
15
2565
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5186
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5187
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5188
150
15
2525
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5189
150
15
2540
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5190
150
15
2535
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5191
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5192
150
15
2595
2250
5190
2027136837
W2794493000
L-177-23-C

55079238
LL-27-2023
5193
150
15
2560
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5194
150
15
2530
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5195
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5196
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5197
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5198
150
15
2515
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5199
150
15
2490
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5200
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5201
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5202
150
15
2555
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5203
150
15
2565
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5204
150
15
2520
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5205
150
15
2510
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5206
150
15
2500
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5207
150
15
2560
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5208
150
15
2575
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5209
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5210
150
15
2540
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5211
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5212
150
15
2575
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5213
150
15
2535
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5214
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5215
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5216
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5217
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5218
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5219
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5220
150
15
2590
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5221
150
15
2630
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5222
150
15
2640
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5223
150
15
2695
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5224
150
15
2670
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5225
150
15
2745
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5226
150
15
2740
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5227
150
15
2720
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5228
150
15
2725
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5229
150
15
2705
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5230
150
15
2710
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5231
150
15
2750
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5232
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D

55079238
LL-27-2023
5233
150
15
2740
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5234
150
15
2765
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5235
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5236
150
15
2705
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5237
150
15
2710
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5238
150
15
2670
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5239
150
15
2690
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5240
150
15
2695
2250
5224
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5241
150
15
2775
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5242
150
15
2720
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5243
150
15
2645
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5244
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5245
150
15
2640
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5246
150
15
2635
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5247
150
15
2625
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5248
150
15
2615
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5249
150
15
2620
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5250
150
15
2645
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5251
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5252
150
15
2625
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5253
150
15
2620
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5254
150
15
2640
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5255
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5256
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5257
150
15
2645
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5258
150
15
2650
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5259
150
15
2655
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5260
150
15
2625
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5261
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5262
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5263
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5264
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5265
150
15
2625
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5266
150
15
2685
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5267
150
15
2640
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5268
150
15
2615
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5269
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5270
150
15
2580
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5271
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5272
150
15
2605
2250
5258
2027136805
2012830830
L-177-23-E

55079238
LL-27-2023
5273
150
15
2790
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5274
150
15
2645
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5275
150
15
2620
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5276
150
15
2580
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5277
150
15
2590
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5278
150
15
2610
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5279
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5280
150
15
2645
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5281
150
15
2600
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5282
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5283
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5284
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5285
150
15
2585
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5286
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5287
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5288
150
15
2570
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5289
150
15
2595
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5290
150
15
2600
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5291
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5292
150
15
2555
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5293
150
15
2570
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5294
150
15
2545
2250
5292
2027136846
2012830830
L-177-23-E
Total Sq Ft:
29475
0
Total Number of Rolls Certified: 131

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55079238 have been tested in our production facility lab.
Product
Lot# Tested
Roll#
Tested
Mass Area
Grab Strength
Peel Strength
ASTM Test Method:
ASTM D5993
ASTM D6768
ASTM D6496
Required Value:
.75 - lbs/sq ft
30 - lbs/in
3.5 - lbs/in
BENTOMAT® ST
LL-27-2023
5156
.87
46
6.3
BENTOMATO ST
LL-27-2023
5173
.83
46
7.9
BENTOMAT® ST
LL-27-2023
5190
.83
46
4.1
BENTOMATO ST
LL-27-2023
5207
.84
59.3
5.8
BENTOMAT® ST
LL-27-2023
5224
.85
35.7
4.1
BENTOMATO ST
LL-27-2023
5241
.83
35.7
6.6
BENTOMATO ST
LL-27-2023
5258
.86
35.7
5.3
BENTOMAT® ST
LL-27-2023
5275
.84
35.7
11.1
BENTOMATO ST
LL-27-2023
5292
.85
35.7
7.2
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55079238 was tested in our production facility lab and
yielded the following results.
Clay Lot #
Moist
Swell
Fluid Loss
ASTM Test Method:
ASTM D2216
ASTM D5890
ASTM D5891
Required Value:
12 - %
24 - ml
18 - ml
L-177-23-C
9.17
35.5
10
L-177-23-D
9.76
28.5
12
L-177-23-E
9.81
27
14.6

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55079238 was manufactured with geotextiles which were tested and yielded the following results.
BASE GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9865
2012830358
3.24
187
01-9865
W2794493000
3.24
164.25
01-9865
W2794489000
3.24
164.25
01-9865
2012830819
3.2
181.3
01-9865
2012830830
3.39
183.1
COVER GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9514
2027136839
7.07
171.05
01-9514
2027429527
7.02
169.43
01-9514
2027136841
6.95
177.35
01-9514
700340401
6.43
112
01-9514
2027136837
7.07
171.05
01-9514
700355928
6.73
75
01-9514
2027248271
6.61
164.93
01-9514
2027371252
6.9
158.46
01-9514
2027136840
6.95
177.35
01-9514
2027136842
6.95
177.35
01-9514
2027136844
6.95
177.35
01-9514
2027402258
6.51
128.18
01-9514
2027136856
6.8
176.32
01-9514
2027136885
6.94
172.81
01-9514
2027136805
6.51
163.23
01-9514
2027136845
6.95
177.35
01-9514
700355800
6.15
88
01-9514
2027136846
6.45
160.07

Certifications from our suppliers are on file at our production facility.

CEr
cdwd Mioun! y ia2w" Camay u[
PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
Test Method Property
Test Frequency
Certified Value
ASTM D5887
GCL-Hydraulic Conductivity
250,000 sq ft
5x10-9 - cm/s
ASTM D5887
GCL-Index Flux
250,000 sq ft
Ix10-8 - m3/m2/s
Product
Lot# Tested
Roll#
Tested
Index
Flux
Hydraulic
Conductivity
ASTM Test Method:
ASTM D5887
ASTM D5887
Required Value:
1x10-8 m3/m2/s
5x10-9 cm/s
BENTOMAT® ST
LL-26-2023
5121
3.8x10-9
1.3x10-9
BENTOMAT® ST
LL-27-2023
5232
6.9x10-9
2.6x10-9

Date: 06-Jul-2023 22:23
Purchase Order: 6115-23-0002
ORDER NUMBER: 55079238
WASTE CONNECTIONS (KNOXVILLE,
TN)
ATTN SUSAN REID
11400 PARKSIDE DRIVE SUITE 500
KNOXVILLE,TN,37934
To Whom It May Concern:
Please find the enclosed Manufacturing Quality Assurance/Manufacturing Quality Control (MQA/MQC) test data package
for Geosynthetic Clay Liner (GCL) shipments to WASTE CONNECTIONS (KNOXVILLE, TN) .
The enclosed data package includes results for all MQC tests required by ASTM D5889, with the exception of index
flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once every 250,000
sq./ft. of GCL produced, unless a higher frequency is required by the project specifications. Because of the GCL's low
permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated with
this lot of material will be provided under separate cover as soon as they are available.
Although the index flux/hydraulic conductivity test results are not yet available, CETCO® accepts responsibility for our
GCL should the index flux/hydraulic conductivity test produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO® will
replace the nonconforming material at no charge.
Questions regarding this information should be directed to CETCO® Technical Services
at [e-mail].
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO® Lovell Plant

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
CONTENTS:
• Product Certifications
• GCL Order Packing List and MQA Tracking Form
• GCL Manufacturing Quality control test data
• Bentonite clay certification
• Raw Material Test results
PREPARED BY: NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO®
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]

PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
Test Method Property
Test Frequency
Certified Value
ASTM D5890
Bentonite Free Swell
50 tons
24 - ml
ASTM D5891
Bentonite Fluid Loss
50 tons
18 - ml
ASTM D6496
GCL Peel Strength
40,000 sq ft (4,000 sq m)
3.5 - lbs/in
ASTM D5887
GCL-Index Flux
250,000 sq ft
lx10-8 - m3/m2/s
ASTM D5887
GCL-Hydraulic Conductivity
250,000 sq ft
5x10-9 - cm/s
ASTM D6243
GCL Hydrated Internal Shear Strength
1,000,000 sq ft
500 - psf
ASTM D5993
Bentonite Mass/Area
40,000 sq ft (4,000 sq m)
.75 - lbs/sq ft
ASTM D6768
GCL Grab Strength
200,000 sq ft (20,000 sq m)
30 - lbs/in
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. An "*" indicates non-standard testing, frequency, or certified value.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCOO hereby affirms that all BentomatO geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCOO certifies BentomatO to be
essentially free of broken needless and fragments of needles that would negatively affect the performance of the final product.
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCOO Lovell Plant

GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55079238
GCL
GEOTEXTILE
CLAY
BENTOMAT® ST
01-9514
01-9865
CG 50-BLK
Order
GCL Lot#
GCL Roll#
Length
Width
Weight
Sq. ft
Roll # Tested
Capl Roll #
Basel Roll #
Clay Lot #
55079238
LL-27-2023
5164
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5165
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5166
150
15
2580
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5167
150
15
2575
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5168
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5169
150
15
2550
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5170
150
15
2585
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5171
150
15
2580
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5172
150
15
2570
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5173
150
15
2585
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5174
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5175
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5176
150
15
2620
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5177
150
15
2645
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5178
150
15
2635
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5179
150
15
2565
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5180
150
15
2595
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5181
150
15
2545
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5182
150
15
2570
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5183
150
15
2575
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5184
150
15
2570
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5185
150
15
2565
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5186
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5187
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5188
150
15
2525
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5189
150
15
2540
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5190
150
15
2535
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5191
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5192
150
15
2595
2250
5190
2027136837
W2794493000
L-177-23-C

55079238
LL-27-2023
5193
150
15
2560
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5194
150
15
2530
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5195
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5196
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5197
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5198
150
15
2515
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5199
150
15
2490
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5200
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5201
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5202
150
15
2555
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5203
150
15
2565
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5204
150
15
2520
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5205
150
15
2510
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5206
150
15
2500
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5207
150
15
2560
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5208
150
15
2575
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5209
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5210
150
15
2540
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5211
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5212
150
15
2575
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5213
150
15
2535
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5214
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5215
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5216
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5217
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5218
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5219
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5220
150
15
2590
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5221
150
15
2630
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5222
150
15
2640
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5223
150
15
2695
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5224
150
15
2670
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5225
150
15
2745
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5226
150
15
2740
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5227
150
15
2720
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5228
150
15
2725
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5229
150
15
2705
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5230
150
15
2710
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5231
150
15
2750
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5232
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D

55079238
LL-27-2023
5233
150
15
2740
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5234
150
15
2765
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5235
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5236
150
15
2705
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5237
150
15
2710
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5238
150
15
2670
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5239
150
15
2690
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5240
150
15
2695
2250
5224
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5241
150
15
2775
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5242
150
15
2720
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5243
150
15
2645
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5244
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5245
150
15
2640
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5246
150
15
2635
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5247
150
15
2625
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5248
150
15
2615
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5249
150
15
2620
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5250
150
15
2645
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5251
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5252
150
15
2625
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5253
150
15
2620
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5254
150
15
2640
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5255
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5256
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5257
150
15
2645
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5258
150
15
2650
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5259
150
15
2655
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5260
150
15
2625
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5261
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5262
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5263
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5264
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5265
150
15
2625
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5266
150
15
2685
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5267
150
15
2640
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5268
150
15
2615
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5269
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5270
150
15
2580
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5271
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5272
150
15
2605
2250
5258
2027136805
2012830830
L-177-23-E

55079238
LL-27-2023
5273
150
15
2790
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5274
150
15
2645
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5275
150
15
2620
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5276
150
15
2580
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5277
150
15
2590
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5278
150
15
2610
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5279
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5280
150
15
2645
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5281
150
15
2600
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5282
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5283
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5284
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5285
150
15
2585
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5286
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5287
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5288
150
15
2570
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5289
150
15
2595
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5290
150
15
2600
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5291
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5292
150
15
2555
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5293
150
15
2570
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5294
150
15
2545
2250
5292
2027136846
2012830830
L-177-23-E
Total Sq Ft:
29475
0
Total Number of Rolls Certified: 131

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55079238 have been tested in our production facility lab.
Product
Lot# Tested
Roll#
Tested
Mass Area
Grab Strength
Peel Strength
ASTM Test Method:
ASTM D5993
ASTM D6768
ASTM D6496
Required Value:
.75 - lbs/sq ft
30 - lbs/in
3.5 - lbs/in
BENTOMAT® ST
LL-27-2023
5156
.87
46
6.3
BENTOMATO ST
LL-27-2023
5173
.83
46
7.9
BENTOMAT® ST
LL-27-2023
5190
.83
46
4.1
BENTOMATO ST
LL-27-2023
5207
.84
59.3
5.8
BENTOMAT® ST
LL-27-2023
5224
.85
35.7
4.1
BENTOMATO ST
LL-27-2023
5241
.83
35.7
6.6
BENTOMATO ST
LL-27-2023
5258
.86
35.7
5.3
BENTOMAT® ST
LL-27-2023
5275
.84
35.7
11.1
BENTOMATO ST
LL-27-2023
5292
.85
35.7
7.2
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55079238 was tested in our production facility lab and
yielded the following results.
Clay Lot #
Moist
Swell
Fluid Loss
ASTM Test Method:
ASTM D2216
ASTM D5890
ASTM D5891
Required Value:
12 - %
24 - ml
18 - ml
L-177-23-C
9.17
35.5
10
L-177-23-D
9.76
28.5
12
L-177-23-E
9.81
27
14.6

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55079238 was manufactured with geotextiles which were tested and yielded the following results.
BASE GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9865
2012830358
3.24
187
01-9865
W2794493000
3.24
164.25
01-9865
W2794489000
3.24
164.25
01-9865
2012830819
3.2
181.3
01-9865
2012830830
3.39
183.1
COVER GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9514
2027136839
7.07
171.05
01-9514
2027429527
7.02
169.43
01-9514
2027136841
6.95
177.35
01-9514
700340401
6.43
112
01-9514
2027136837
7.07
171.05
01-9514
700355928
6.73
75
01-9514
2027248271
6.61
164.93
01-9514
2027371252
6.9
158.46
01-9514
2027136840
6.95
177.35
01-9514
2027136842
6.95
177.35
01-9514
2027136844
6.95
177.35
01-9514
2027402258
6.51
128.18
01-9514
2027136856
6.8
176.32
01-9514
2027136885
6.94
172.81
01-9514
2027136805
6.51
163.23
01-9514
2027136845
6.95
177.35
01-9514
700355800
6.15
88
01-9514
2027136846
6.45
160.07

Certifications from our suppliers are on file at our production facility.

A&
AMERICAN COLLOID COMPANY y
Carrier : DND RUNNER
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 4316 Trailer # : 63898 /
Shippers No : 55080095 Delivery No : 32844316
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
27000.0000 FT2
27000.0000 FT2
BENTOMAT® ST
32670.0000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
15.0000 EA
15.0000 EA
VOLCLAY® CG-50
750.0000
012 , CLAY-BENTONITE-GROUND
CLASS 50 ITEM 48170 / 3295232
3295232
Gross: 31320 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 31320
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Strig ht Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
(i�'ACarrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO: 55080095
BOL NO: 3428151
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE: 14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE: 15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934 US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
15
EA 15 VOLCLAY® CG-50
L
15 BATCH2619 750
PALLET COUNT: 0 UNIT COUNT: 15
SECONDARY UOM : EA
27000
FT2 27000 BENTOMAT® ST
LL-27-2023:5172
2250 BATCH7659 2570
LL-27-2023:5180
2250 BATCH7659 2595
LL-27-2023:5185
2250 BATCH7659 2565
LL-27-2023:5186
2250 BATCH7659 2545
LL-27-2023:5212
2250 BATCH7659 2575
LL-27-2023:5213
2250 BATCH7659 2535
LL-27-2023:5189
2250 BATCH7659 2540
LL-27-2023:5190
2250 BATCH7659 2535
LL-27-2023:5205
2250 BATCH7659 2510
LL-27-2023:5211
2250 BATCH7659 2530
LL-27-2023:5188
2250 BATCH7659 2525
LL-27-2023:5187
2250 BATCH7659 2545
PALLET COUNT: 0 UNIT COUNT: 12
SECONDARY UOM : RL
TOTAL WEIGHT: 31320
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : D&E
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 297 Trailer # : 48558 /
Shippers No : 55080097 Delivery No : 32842833
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44605 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44605
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080097
BOL NO:
3428180
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5257
2250
BATCH7659 2645
LL-27-2023:5291
2250
BATCH7659 2550
LL-27-2023:5292
2250
BATCH7659 2555
LL-27-2023:5258
2250
BATCH7659 2650
LL-27-2023:5259
2250
BATCH7659 2655
LL-27-2023:5260
2250
BATCH7659 2625
LL-27-2023:5261
2250
BATCH7659 2645
LL-27-2023:5262
2250
BATCH7659 2640
LL-27-2023:5263
2250
BATCH7659 2640
LL-27-2023:5266
2250
BATCH7659 2685
LL-27-2023:5268
2250
BATCH7659 2615
LL-27-2023:5269
2250
BATCH7659 2590
LL-27-2023:5271
2250
BATCH7659 2590
LL-27-2023:5274
2250
BATCH7659 2645
LL-27-2023:5277
2250
BATCH7659 2590
LL-27-2023:5280
2250
BATCH7659 2645
LL-27-2023:5254
2250
BATCH7659 2640
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44605
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : MANAS EXPRESS
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 34686 Trailer # : 111 /
Shippers No : 55080098 Delivery No : 32842832
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44205 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44205
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the shipper and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080098
BOL NO:
3428178
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5201
2250
BATCH7659 2545
LL-27-2023:5293
2250
BATCH7659 2570
LL-27-2023:5294
2250
BATCH7659 2545
LL-27-2023:5206
2250
BATCH7659 2500
LL-27-2023:5209
2250
BATCH7659 2530
LL-27-2023:5216
2250
BATCH7659 2595
LL-27-2023:5218
2250
BATCH7659 2605
LL-27-2023:5219
2250
BATCH7659 2595
LL-27-2023:5222
2250
BATCH7659 2640
LL-27-2023:5223
2250
BATCH7659 2695
LL-27-2023:5231
2250
BATCH7659 2750
LL-27-2023:5246
2250
BATCH7659 2635
LL-27-2023:5265
2250
BATCH7659 2625
LL-27-2023:5270
2250
BATCH7659 2580
LL-27-2023:5282
2250
BATCH7659 2630
LL-27-2023:5283
2250
BATCH7659 2570
LL-27-2023:5192
2250
BATCH7659 2595
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44205
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

•A&
AMERICAN COLLOID COMPANY
Carrier : DND RUNNER
CONSIGNED TO :
WASTE CONNECTIONS
ANSON LANDFILL
375 DOZER DRIVE
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Driver Phone Number
Sold To : 851626 Ship To : 851627
Consigned PO : 6115-23-0002
Truck # : 2246 Trailer # : 800 /
Shippers No : 55080099 Delivery No : 32842834
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
HOFFMAN ESTATES IL 60192
Ship Date : 07/15/2023 Via : TRUCK
FOB : Shipping Point
Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
LLC LL1
92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431
Product Lots : Seal # : Container/Pro # :
Global Comments : Carrier is responsible for cargo securement and protection from loss and damage...
**ATTENTION RECEIVING** Do not sign for this shipment until you have thoroughly inspected for any shortages/damages.
No recourse for shortages/damages with shipper, unless noted on delivery receipt.
Customer Comments: MUST CALL 24 HOURS PRIOR TO DELIVERY
SITE CONTACT TYLER FITZGERALD 704-690-3240
38250.0000 FT2
38250.0000 FT2
BENTOMAT® ST
46282.5000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 44370 Tare: 0 Shipped Qty:
Subject to section 7 of conditions, if this shipment is to be delivered to If the charges are to be prepaid,
the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid."
sign the following statement: The carrier shall not make delivery of this PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the linehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Total Net Weight: 44370
Mark with an 'X' to designate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this
billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above which
said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at
said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed as to each carrier of all or any of the said property over all or any portion of the
said route to destination , and as to each party at any time interested in all or any said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform
Domestic Stright Bill of Lading set forth (1) in Uniform Freight Classifications in effect on the date hereof, if this is a rail or a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if
this is a motor carrier shipment.able motor carrier classification or tariff if this is a motor carrier shipment.
Shipper hereby certifies that he is familiar with all the terms and conditions of the said bill of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms
and conditions are hereby agreed to by the ship er and accepted for himself and his assigns.
Carrier:
This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the
department of Transportation.
Per Placards Required? Yes/No Supplied? Yes/No

TECHNOLOGIES
MINERALS PACKING LIST
.....
O
,I
PURCHASE ORDER NO: 6115-23-0002
ORDER NO:
55080099
BOL NO:
3428179
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-JUL-2023
92 HIGHWAY 37
DELIVERY DATE:
15-JUL-2023
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WASTE CONNECTIONS
SOLD TO : WASTE CONNECTIONS (KNOXVILLE, TN)
ANSON LANDFILL
ATTN SUSAN REID
375 DOZER DRIVE
11400
PARKSIDE
DRIVE SUITE 500
POLKTON, NC 28135 US
KNOXVILLE, TN 37934
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH /
WEIGHT(Ibs )
QUANTITY
QUANTITY
I
ROLL#
38250
FT2 38250 BENTOMAT® ST
LL-27-2023:5250
2250
BATCH7659 2645
LL-27-2023:5281
2250
BATCH7659 2600
LL-27-2023:5284
2250
BATCH7659 2570
LL-27-2023:5286
2250
BATCH7659 2550
LL-27-2023:5287
2250
BATCH7659 2550
LL-27-2023:5288
2250
BATCH7659 2570
LL-27-2023:5289
2250
BATCH7659 2595
LL-27-2023:5290
2250
BATCH7659 2600
LL-27-2023:5252
2250
BATCH7659 2625
LL-27-2023:5264
2250
BATCH7659 2645
LL-27-2023:5272
2250
BATCH7659 2605
LL-27-2023:5273
2250
BATCH7659 2790
LL-27-2023:5275
2250
BATCH7659 2620
LL-27-2023:5276
2250
BATCH7659 2580
LL-27-2023:5278
2250
BATCH7659 2610
LL-27-2023:5279
2250
BATCH7659 2630
LL-27-2023:5285
2250
BATCH7659 2585
PALLET COUNT: 0 UNIT COUNT: 17
SECONDARY UOM : RL
TOTAL WEIGHT: 44370
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Jul-2023 11:23

Date: 06-Jul-2023 22:23
Purchase Order: 6115-23-0002
ORDER NUMBER: 55079238
WASTE CONNECTIONS (KNOXVILLE,
TN)
ATTN SUSAN REID
11400 PARKSIDE DRIVE SUITE 500
KNOXVILLE,TN,37934
To Whom It May Concern:
Please find the enclosed Manufacturing Quality Assurance/Manufacturing Quality Control (MQA/MQC) test data package
for Geosynthetic Clay Liner (GCL) shipments to WASTE CONNECTIONS (KNOXVILLE, TN) .
Questions regarding this information should be directed to CETCO® Technical Services
at [e-mail].
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO® Lovell Plant

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
CONTENTS:
• Product Certifications
• GCL Order Packing List and MQA Tracking Form
• GCL Manufacturing Quality control test data
• Bentonite clay certification
• Raw Material Test results
PREPARED BY: NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO®
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]

PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
Test Method Property
Test Frequency
Certified Value
ASTM D5890
Bentonite Free Swell
50 tons
24 - ml
ASTM D5891
Bentonite Fluid Loss
50 tons
18 - ml
ASTM D6496
GCL Peel Strength
40,000 sq ft (4,000 sq m)
3.5 - lbs/in
ASTM D5887
GCL-Index Flux
250,000 sq ft
lx10-8 - m3/m2/s
ASTM D5887
GCL-Hydraulic Conductivity
250,000 sq ft
5x10-9 - cm/s
ASTM D6243
GCL Hydrated Internal Shear Strength
1,000,000 sq ft
500 - psf
ASTM D5993
Bentonite Mass/Area
40,000 sq ft (4,000 sq m)
.75 - lbs/sq ft
ASTM D6768
GCL Grab Strength
200,000 sq ft (20,000 sq m)
30 - lbs/in
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. An "*" indicates non-standard testing, frequency, or certified value.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCOO hereby affirms that all BentomatO geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCOO certifies BentomatO to be
essentially free of broken needless and fragments of needles that would negatively affect the performance of the final product.
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCOO Lovell Plant

GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55079238
GCL
GEOTEXTILE
CLAY
BENTOMAT® ST
01-9514
01-9865
CG 50-BLK
Order
GCL Lot#
GCL Roll#
Length
Width
Weight
Sq. ft
Roll # Tested
Capl Roll #
Basel Roll #
Clay Lot #
55079238
LL-27-2023
5164
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5165
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5166
150
15
2580
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5167
150
15
2575
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5168
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5169
150
15
2550
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5170
150
15
2585
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5171
150
15
2580
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5172
150
15
2570
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5173
150
15
2585
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5174
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5175
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5176
150
15
2620
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5177
150
15
2645
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5178
150
15
2635
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5179
150
15
2565
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5180
150
15
2595
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5181
150
15
2545
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5182
150
15
2570
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5183
150
15
2575
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5184
150
15
2570
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5185
150
15
2565
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5186
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5187
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5188
150
15
2525
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5189
150
15
2540
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5190
150
15
2535
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5191
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5192
150
15
2595
2250
5190
2027136837
W2794493000
L-177-23-C

55079238
LL-27-2023
5193
150
15
2560
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5194
150
15
2530
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5195
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5196
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5197
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5198
150
15
2515
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5199
150
15
2490
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5200
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5201
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5202
150
15
2555
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5203
150
15
2565
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5204
150
15
2520
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5205
150
15
2510
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5206
150
15
2500
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5207
150
15
2560
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5208
150
15
2575
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5209
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5210
150
15
2540
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5211
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5212
150
15
2575
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5213
150
15
2535
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5214
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5215
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5216
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5217
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5218
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5219
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5220
150
15
2590
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5221
150
15
2630
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5222
150
15
2640
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5223
150
15
2695
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5224
150
15
2670
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5225
150
15
2745
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5226
150
15
2740
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5227
150
15
2720
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5228
150
15
2725
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5229
150
15
2705
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5230
150
15
2710
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5231
150
15
2750
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5232
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D

55079238
LL-27-2023
5233
150
15
2740
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5234
150
15
2765
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5235
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5236
150
15
2705
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5237
150
15
2710
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5238
150
15
2670
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5239
150
15
2690
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5240
150
15
2695
2250
5224
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5241
150
15
2775
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5242
150
15
2720
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5243
150
15
2645
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5244
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5245
150
15
2640
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5246
150
15
2635
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5247
150
15
2625
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5248
150
15
2615
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5249
150
15
2620
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5250
150
15
2645
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5251
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5252
150
15
2625
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5253
150
15
2620
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5254
150
15
2640
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5255
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5256
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5257
150
15
2645
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5258
150
15
2650
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5259
150
15
2655
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5260
150
15
2625
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5261
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5262
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5263
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5264
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5265
150
15
2625
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5266
150
15
2685
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5267
150
15
2640
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5268
150
15
2615
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5269
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5270
150
15
2580
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5271
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5272
150
15
2605
2250
5258
2027136805
2012830830
L-177-23-E

55079238
LL-27-2023
5273
150
15
2790
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5274
150
15
2645
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5275
150
15
2620
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5276
150
15
2580
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5277
150
15
2590
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5278
150
15
2610
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5279
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5280
150
15
2645
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5281
150
15
2600
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5282
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5283
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5284
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5285
150
15
2585
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5286
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5287
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5288
150
15
2570
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5289
150
15
2595
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5290
150
15
2600
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5291
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5292
150
15
2555
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5293
150
15
2570
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5294
150
15
2545
2250
5292
2027136846
2012830830
L-177-23-E
Total Sq Ft:
29475
0
Total Number of Rolls Certified: 131

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55079238 have been tested in our production facility lab.
Product
Lot# Tested
Roll#
Tested
Mass Area
Grab Strength
Peel Strength
ASTM Test Method:
ASTM D5993
ASTM D6768
ASTM D6496
Required Value:
.75 - lbs/sq ft
30 - lbs/in
3.5 - lbs/in
BENTOMAT® ST
LL-27-2023
5156
.87
46
6.3
BENTOMATO ST
LL-27-2023
5173
.83
46
7.9
BENTOMAT® ST
LL-27-2023
5190
.83
46
4.1
BENTOMATO ST
LL-27-2023
5207
.84
59.3
5.8
BENTOMAT® ST
LL-27-2023
5224
.85
35.7
4.1
BENTOMATO ST
LL-27-2023
5241
.83
35.7
6.6
BENTOMATO ST
LL-27-2023
5258
.86
35.7
5.3
BENTOMAT® ST
LL-27-2023
5275
.84
35.7
11.1
BENTOMATO ST
LL-27-2023
5292
.85
35.7
7.2
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55079238 was tested in our production facility lab and
yielded the following results.
Clay Lot #
Moist
Swell
Fluid Loss
ASTM Test Method:
ASTM D2216
ASTM D5890
ASTM D5891
Required Value:
12 - %
24 - ml
18 - ml
L-177-23-C
9.17
35.5
10
L-177-23-D
9.76
28.5
12
L-177-23-E
9.81
27
14.6

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55079238 was manufactured with geotextiles which were tested and yielded the following results.
BASE GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9865
2012830358
3.24
187
01-9865
W2794493000
3.24
164.25
01-9865
W2794489000
3.24
164.25
01-9865
2012830819
3.2
181.3
01-9865
2012830830
3.39
183.1
COVER GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9514
2027136839
7.07
171.05
01-9514
2027429527
7.02
169.43
01-9514
2027136841
6.95
177.35
01-9514
700340401
6.43
112
01-9514
2027136837
7.07
171.05
01-9514
700355928
6.73
75
01-9514
2027248271
6.61
164.93
01-9514
2027371252
6.9
158.46
01-9514
2027136840
6.95
177.35
01-9514
2027136842
6.95
177.35
01-9514
2027136844
6.95
177.35
01-9514
2027402258
6.51
128.18
01-9514
2027136856
6.8
176.32
01-9514
2027136885
6.94
172.81
01-9514
2027136805
6.51
163.23
01-9514
2027136845
6.95
177.35
01-9514
700355800
6.15
88
01-9514
2027136846
6.45
160.07

Certifications from our suppliers are on file at our production facility.

CEr
cdwd Mioun! y ia2w" Camay u[
PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
Test Method Property
Test Frequency
Certified Value
ASTM D5887
GCL-Hydraulic Conductivity
250,000 sq ft
5x10-9 - cm/s
ASTM D5887
GCL-Index Flux
250,000 sq ft
Ix10-8 - m3/m2/s
Product
Lot# Tested
Roll#
Tested
Index
Flux
Hydraulic
Conductivity
ASTM Test Method:
ASTM D5887
ASTM D5887
Required Value:
1x10-8 m3/m2/s
5x10-9 cm/s
BENTOMAT® ST
LL-26-2023
5121
3.8x10-9
1.3x10-9
BENTOMAT® ST
LL-27-2023
5232
6.9x10-9
2.6x10-9

Date: 06-Jul-2023 22:23
Purchase Order: 6115-23-0002
ORDER NUMBER: 55079238
WASTE CONNECTIONS (KNOXVILLE,
TN)
ATTN SUSAN REID
11400 PARKSIDE DRIVE SUITE 500
KNOXVILLE,TN,37934
To Whom It May Concern:
Please find the enclosed Manufacturing Quality Assurance/Manufacturing Quality Control (MQA/MQC) test data package
for Geosynthetic Clay Liner (GCL) shipments to WASTE CONNECTIONS (KNOXVILLE, TN) .
The enclosed data package includes results for all MQC tests required by ASTM D5889, with the exception of index
flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once every 250,000
sq./ft. of GCL produced, unless a higher frequency is required by the project specifications. Because of the GCL's low
permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated with
this lot of material will be provided under separate cover as soon as they are available.
Although the index flux/hydraulic conductivity test results are not yet available, CETCO® accepts responsibility for our
GCL should the index flux/hydraulic conductivity test produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO® will
replace the nonconforming material at no charge.
Questions regarding this information should be directed to CETCO® Technical Services
at [e-mail].
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO® Lovell Plant

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
CONTENTS:
• Product Certifications
• GCL Order Packing List and MQA Tracking Form
• GCL Manufacturing Quality control test data
• Bentonite clay certification
• Raw Material Test results
PREPARED BY: NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO®
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]

PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-23-0002
ORDER NUMBER: 55079238
PREPARED FOR: WASTE CONNECTIONS (KNOXVILLE, TN)
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
Test Method Property
Test Frequency
Certified Value
ASTM D5890
Bentonite Free Swell
50 tons
24 - ml
ASTM D5891
Bentonite Fluid Loss
50 tons
18 - ml
ASTM D6496
GCL Peel Strength
40,000 sq ft (4,000 sq m)
3.5 - lbs/in
ASTM D5887
GCL-Index Flux
250,000 sq ft
lx10-8 - m3/m2/s
ASTM D5887
GCL-Hydraulic Conductivity
250,000 sq ft
5x10-9 - cm/s
ASTM D6243
GCL Hydrated Internal Shear Strength
1,000,000 sq ft
500 - psf
ASTM D5993
Bentonite Mass/Area
40,000 sq ft (4,000 sq m)
.75 - lbs/sq ft
ASTM D6768
GCL Grab Strength
200,000 sq ft (20,000 sq m)
30 - lbs/in
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. An "*" indicates non-standard testing, frequency, or certified value.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCOO hereby affirms that all BentomatO geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCOO certifies BentomatO to be
essentially free of broken needless and fragments of needles that would negatively affect the performance of the final product.
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCOO Lovell Plant

GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55079238
GCL
GEOTEXTILE
CLAY
BENTOMAT® ST
01-9514
01-9865
CG 50-BLK
Order
GCL Lot#
GCL Roll#
Length
Width
Weight
Sq. ft
Roll # Tested
Capl Roll #
Basel Roll #
Clay Lot #
55079238
LL-27-2023
5164
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5165
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5166
150
15
2580
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5167
150
15
2575
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5168
150
15
2585
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5169
150
15
2550
2250
5156
2027136839
2012830358
L-177-23-C
55079238
LL-27-2023
5170
150
15
2585
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5171
150
15
2580
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5172
150
15
2570
2250
5156
2027429527
2012830358
L-177-23-C
55079238
LL-27-2023
5173
150
15
2585
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5174
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5175
150
15
2640
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5176
150
15
2620
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5177
150
15
2645
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5178
150
15
2635
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5179
150
15
2565
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5180
150
15
2595
2250
5173
2027136841
2012830358
L-177-23-C
55079238
LL-27-2023
5181
150
15
2545
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5182
150
15
2570
2250
5173
700340401
2012830358
L-177-23-C
55079238
LL-27-2023
5183
150
15
2575
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5184
150
15
2570
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5185
150
15
2565
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5186
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5187
150
15
2545
2250
5173
700340401
W2794493000
L-177-23-C
55079238
LL-27-2023
5188
150
15
2525
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5189
150
15
2540
2250
5173
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5190
150
15
2535
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5191
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5192
150
15
2595
2250
5190
2027136837
W2794493000
L-177-23-C

55079238
LL-27-2023
5193
150
15
2560
2250
5190
2027136837
W2794493000
L-177-23-C
55079238
LL-27-2023
5194
150
15
2530
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5195
150
15
2515
2250
5190
2027136837
W2794493000
L-177-23-D
55079238
LL-27-2023
5196
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5197
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5198
150
15
2515
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5199
150
15
2490
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5200
150
15
2505
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5201
150
15
2545
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5202
150
15
2555
2250
5190
700355928
W2794493000
L-177-23-D
55079238
LL-27-2023
5203
150
15
2565
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5204
150
15
2520
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5205
150
15
2510
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5206
150
15
2500
2250
5190
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5207
150
15
2560
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5208
150
15
2575
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5209
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5210
150
15
2540
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5211
150
15
2530
2250
5207
2027248271
W2794493000
L-177-23-D
55079238
LL-27-2023
5212
150
15
2575
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5213
150
15
2535
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5214
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5215
150
15
2530
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5216
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5217
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5218
150
15
2605
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5219
150
15
2595
2250
5207
2027371252
W2794489000
L-177-23-D
55079238
LL-27-2023
5220
150
15
2590
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5221
150
15
2630
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5222
150
15
2640
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5223
150
15
2695
2250
5207
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5224
150
15
2670
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5225
150
15
2745
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5226
150
15
2740
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5227
150
15
2720
2250
5224
2027136840
W2794489000
L-177-23-D
55079238
LL-27-2023
5228
150
15
2725
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5229
150
15
2705
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5230
150
15
2710
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5231
150
15
2750
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5232
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D

55079238
LL-27-2023
5233
150
15
2740
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5234
150
15
2765
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5235
150
15
2745
2250
5224
2027136842
W2794489000
L-177-23-D
55079238
LL-27-2023
5236
150
15
2705
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5237
150
15
2710
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5238
150
15
2670
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5239
150
15
2690
2250
5224
2027136844
W2794489000
L-177-23-D
55079238
LL-27-2023
5240
150
15
2695
2250
5224
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5241
150
15
2775
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5242
150
15
2720
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5243
150
15
2645
2250
5241
2027136844
2012830819
L-177-23-D
55079238
LL-27-2023
5244
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5245
150
15
2640
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5246
150
15
2635
2250
5241
2027402258
2012830819
L-177-23-D
55079238
LL-27-2023
5247
150
15
2625
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5248
150
15
2615
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5249
150
15
2620
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5250
150
15
2645
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5251
150
15
2650
2250
5241
2027402258
2012830819
L-177-23-E
55079238
LL-27-2023
5252
150
15
2625
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5253
150
15
2620
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5254
150
15
2640
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5255
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5256
150
15
2650
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5257
150
15
2645
2250
5241
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5258
150
15
2650
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5259
150
15
2655
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5260
150
15
2625
2250
5258
2027136856
2012830819
L-177-23-E
55079238
LL-27-2023
5261
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5262
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5263
150
15
2640
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5264
150
15
2645
2250
5258
2027136885
2012830819
L-177-23-E
55079238
LL-27-2023
5265
150
15
2625
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5266
150
15
2685
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5267
150
15
2640
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5268
150
15
2615
2250
5258
2027136885
2012830830
L-177-23-E
55079238
LL-27-2023
5269
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5270
150
15
2580
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5271
150
15
2590
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5272
150
15
2605
2250
5258
2027136805
2012830830
L-177-23-E

55079238
LL-27-2023
5273
150
15
2790
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5274
150
15
2645
2250
5258
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5275
150
15
2620
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5276
150
15
2580
2250
5275
2027136805
2012830830
L-177-23-E
55079238
LL-27-2023
5277
150
15
2590
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5278
150
15
2610
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5279
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5280
150
15
2645
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5281
150
15
2600
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5282
150
15
2630
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5283
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5284
150
15
2570
2250
5275
2027136845
2012830830
L-177-23-E
55079238
LL-27-2023
5285
150
15
2585
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5286
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5287
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5288
150
15
2570
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5289
150
15
2595
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5290
150
15
2600
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5291
150
15
2550
2250
5275
700355800
2012830830
L-177-23-E
55079238
LL-27-2023
5292
150
15
2555
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5293
150
15
2570
2250
5292
2027136846
2012830830
L-177-23-E
55079238
LL-27-2023
5294
150
15
2545
2250
5292
2027136846
2012830830
L-177-23-E
Total Sq Ft:
29475
0
Total Number of Rolls Certified: 131

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55079238 have been tested in our production facility lab.
Product
Lot# Tested
Roll#
Tested
Mass Area
Grab Strength
Peel Strength
ASTM Test Method:
ASTM D5993
ASTM D6768
ASTM D6496
Required Value:
.75 - lbs/sq ft
30 - lbs/in
3.5 - lbs/in
BENTOMAT® ST
LL-27-2023
5156
.87
46
6.3
BENTOMATO ST
LL-27-2023
5173
.83
46
7.9
BENTOMAT® ST
LL-27-2023
5190
.83
46
4.1
BENTOMATO ST
LL-27-2023
5207
.84
59.3
5.8
BENTOMAT® ST
LL-27-2023
5224
.85
35.7
4.1
BENTOMATO ST
LL-27-2023
5241
.83
35.7
6.6
BENTOMATO ST
LL-27-2023
5258
.86
35.7
5.3
BENTOMAT® ST
LL-27-2023
5275
.84
35.7
11.1
BENTOMATO ST
LL-27-2023
5292
.85
35.7
7.2
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55079238 was tested in our production facility lab and
yielded the following results.
Clay Lot #
Moist
Swell
Fluid Loss
ASTM Test Method:
ASTM D2216
ASTM D5890
ASTM D5891
Required Value:
12 - %
24 - ml
18 - ml
L-177-23-C
9.17
35.5
10
L-177-23-D
9.76
28.5
12
L-177-23-E
9.81
27
14.6

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55079238 was manufactured with geotextiles which were tested and yielded the following results.
BASE GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9865
2012830358
3.24
187
01-9865
W2794493000
3.24
164.25
01-9865
W2794489000
3.24
164.25
01-9865
2012830819
3.2
181.3
01-9865
2012830830
3.39
183.1
COVER GEOTEXTILE
Material
Roll Number
Mass Area
oz/yd2
Grab Strength
lbs
01-9514
2027136839
7.07
171.05
01-9514
2027429527
7.02
169.43
01-9514
2027136841
6.95
177.35
01-9514
700340401
6.43
112
01-9514
2027136837
7.07
171.05
01-9514
700355928
6.73
75
01-9514
2027248271
6.61
164.93
01-9514
2027371252
6.9
158.46
01-9514
2027136840
6.95
177.35
01-9514
2027136842
6.95
177.35
01-9514
2027136844
6.95
177.35
01-9514
2027402258
6.51
128.18
01-9514
2027136856
6.8
176.32
01-9514
2027136885
6.94
172.81
01-9514
2027136805
6.51
163.23
01-9514
2027136845
6.95
177.35
01-9514
700355800
6.15
88
01-9514
2027136846
6.45
160.07

Certifications from our suppliers are on file at our production facility.

APPENDIX C
Section 3
GEOCOMPOSITE

%
September
1, 2023
Customer:
Waste Connections Inc
Customer P.O.#:
6115-23-0002
■ Project:
WCI Anson Phase 4 Cell
2, NC
Product:
TN 270-2-8
We hereby certify that the TN 270-2-8 drainage geocomposite, meets or exceeds the project requirements as stated
in the specifications. The properties listed in this section are:
Property
Test Method
Unit
Value
lQualifier
Geonet3
Thickness
ASTM D 5199
mil
250
MAV6
Carbon Black
ASTM D 4218
%
2.0
MAV
Tensile Strength
ASTM D 7179
Ibs/in
55
MAV
Melt Flow
ASTM D 12382
/10 min
1.0
Maximum
Density
ASTM D 1505
cm3
0.94
MAV
Composite
Ply Adhesion
ASTM D 7005
lb/in
1.0
MAV
Transmissivi 1
ASTM D 4716
mz sec
5.0 x 10-4
MAV
Geotextile' 14
Fabric Weight
ASTM D 5261
oz dz
8.0
MARV'
Grab Strength
ASTM D 4632
Ibs
225
MARV
Grab Elongation
ASTM D 4632
%
50
MARV
Puncture Resistance
ASTM D 4833
Ibs
130
MARV
Water Flow Rate
ASTM D 4491
m ft2
110
MARV
AOS
ASTM D 4751
US Sieve
80
MaxARV
UV Resistance (Certi Only)
ASTM D 4355
%/hrs
70/500
MARV
Notes:
1. Transmissivity measured using water at 21 + 2 ° C (70 + 4
° F) with a gradient of 0.1 and
a confining pressure of 10,000 psf
between steel plates after 15 minutes
2. Condition 19012,16
3. Geotextile and Geonet properties are prior to lamination.
4. Geotextile data is provided by the supplier.
5. MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all the
test data.
6. Minium average value
too
Quality Approval
VVAD& P I&5
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: [e-mail]

Product: TN 270-2-5
xAA Project: WCI Anson Phase 4 Cell 2, NC
y We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in)
Transmissivity
(m2/sec)
Resin Lot
Number
Density
(g/cm3)
Thickness
(mils)
Carbon
Black
(%)
I ensue
Strength
MD
Transmissivity
(m2/sec)
Side "A"
Side "B"
134021010001
2.76
3.58
7.72 x 10-4
CCBX071419
0.9531
274
2.61
74
134021010002
CCBX071419
0.9531
134021010003
CCBX071419
0.9531
134021010004
CCBX071419
0.9531
134021010005
CCBX071419
0.9531
134021010006
CCBX071419
0.9531
134021010007
CCBX071419
0.9531
134021010008
CCBX071419
0.9531
134021010009
CCBX071419
0.9531
134021010010
CCBX071419
0.9531
134021010011
CCBX071419
0.9531
134021010012
CCBX071419
0.9531
134021010013
CCBX071419
0.9531
134021010014
CCBX071419
0.9531
134021010015
3.05
3.22
CCBX071419
0.9529
267
2.64
77
134021010016
CCBX071419
0.9529
134021010017
CCBX071419
0.9529
134021010018
CCBX071419
0.9529
134021010019
CCBX071419
0.9529
134021010020
CCBX071419
0.9529
134021010021
CCBX071419
0.9529
134021010022
CCBX071419
0.9529
134021010023
CCBX071419
0.9529
11340210100241
CCBX071419
0.9529
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]

f,
Product: TN 270-2-8
* Project: WCI Anson Phase 4 Cell 2, NC
Y� We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(Ib/in)
Transmissivity
Z
(m /sec)
Resin Lot
Number
Density
(g/cma )
Thickness
(Mills)
Carbon
Black
(%)
l ensile
Strength
MD
Transmissivity
(m z/sec)
Side "A"
Side "B"
134021010025
CCBX071419
0.9529
134021010026
CCBX071419
0.9529
134021010027
CCBX071419
0.9529
134021010028
CCBX071419
0.9529
134021010029
CCBX071419
0.9529
134021010030
3.11
1.99
7.87 x 10-4
CCBX071419
0.9528
264
2.66
80
134021010031
CCBX071419
0.9528
134021010032
CCBX071419
0.9528
134021010033
CCBX071419
0.9528
134021010034
CCBX071419
0.9528
134021010035
CCBX071419
0.9528
134021010036
CCBX071419
0.9528
134021010037
CCBX071419
0.9528
134021010038
CCBX071419
0.9528
134021010039
CCBX071419
0.9528
134021010040
CCBX071419
0.9528
134021010041
CCBX071419
0.9528
134021010042
CCBX071419
0.9528
134021010043
CCBX071419
0.9528
134021010044
CCBX071419
0.9528
134021010045
3.85
2.02
CCBX071419
0.9527
273
2.52
78
134021010046
CCBX071419
0.9527
134021010047
1
CCBX071419
0.9527
134021010048
1 CCBX071419
0.9527
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: [e-mail]

Product: TN 270-2-8
, r !f Project: WCI Anson Phase 4 Cell 2, NC
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in)
Transmissivity
(mZ/sec)
Resin Lot
Number
Density
(g/cm3)
Thickness
(mils)
Carbon
Black
(%)
iensue
Strength
MD
Transmissivity
(mZ/sec)
Side "A"
Side "B"
134021010049
CCBX071419
0.9527
134021010050
CCBX071419
0.9527
134021010051
CCBX071419
0.9527
134021010052
CCBX071419
0.9527
134021010053
CCBX071419
0.9527
134021010054
CCBX071419
0.9527
134021010055
CCBX071419
0.9527
134021010056
CCBX071419
0.9527
134021010057
CCBX071419
0.9527
134021010058
CCBX071419
0.9527
134021010059
CCBX071419
0.9527
134021010060
1.98
3.71
8.03 x 10-4
CCBX071419
0.9532
266
2.44
75
134021010061
CCBX071419
0.9532
134021010062
CCBX071419
0.9532
134021010063
CCBX071419
0.9532
134021010064
CCBX071419
0.9532
134021010065
CCBX071419
0.9532
134021010066
CCBX071419
0.9532
134021010067
CCBX071419
0.9532
134021010068
CCBX071419
0.9532
134021010069
CCBX071419
0.9532
134021010070
CCBX071419
0.9532
134021010071
CCBX071419
0.9532
134021010072
CCBX071419
0.9532
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: [e-mail]

Product: TN 270-2-8
�"I Project : WCI Anson Phase 4 Cell 2, NC
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in)
Transmissivity
Z
(m /sec)
Resin Lot
Number
Density
a
(g/cm )
Thickness
(mils)
Carbon
Black
(%)
Tensile
Strength
MD
Transmissivity
2
(m /sec)
Side "A"
Side "B"
134021010073
CCBX071419
0.9532
134021010074
CCBX071419
0.9532
134021010075
3.98
3.73
CCBX071419
0.9530
276
2.50
79
134021010076
CCBX071419
0.9530
134021010077
CCBX071419
0.9530
134021010078
CCBX071419
0.9530
134021010079
CCBX071419
0.9530
134021010080
CCBX071419
0.9530
134021010081
CCBX071419
0.9530
134021010082
CCBX071419
0.9530
134021010083
CCBX071419
0.9530
134021010084
CCBX071419
0.9530
134021010085
CCBX071419
0.9530
134021010086
CCBX071419
0.9530
134021010087
CCBX071419
0.9530
134021010088
CCBX071419
0.9530
134021010089
CCBX071419
0.9530
134021010090
3.06
3.29
7.4 x 10-4
CCBX071419
0.9531
275
2.65
76
134021010091
CCBX071419
0.9531
134021010092
CCBX071419
0.9531
134021010093
CCBX071419
0.9531
134021010094
CCBX071419
0.9531
1340210100951
1
CCBX071419
0.9531
1340210100961
1
CCBX071419
0.9531
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: [e-mail]

Product: TN 270-2-8
Project: WCI Anson Phase 4 Cell 2, NC
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in)
Transmissivity
(m2/sec)
Resin Lot
Number
Density
(g/cm3)
Thickness
(mils)
Carbon
Black
(%)
I ensue
Strength
MD
Transmissivity
(m2/sec)
Side "A"
Side "B"
134021010097
CCBX071419
0.9531
134021010098
CCBX071419
0.9531
134021010099
CCBX071419
0.9531
134021010100
CCBX071419
0.9531
134021010101
CCBX071419
0.9531
134021010102
CCBX071419
0.9531
134021010103
CCBX071419
0.9531
134021010104
CCBX071419
0.9531
134021010105
2.43
3.94
CCBX071419
0.9527
270
2.63
81
134021010106
CCBX071419
0.9527
134021010107
CCBX071419
0.9527
134021010108
CCBX071419
0.9527
134021010109
CCBX071419
0.9527
134021010110
CCBX071419
0.9527
134021010111
CCBX071419
0.9527
134021010112
CCBX071419
0.9527
134021010113
CCBX071419
0.9527
134021010114
CCBX071419
0.9527
134021010115
CCBX071419
0.9527
134021010116
CCBX071419
0.9527
134021010117
CCBX071419
0.9527
134021010118
CCBX071419
0.9527
134021010119
CCBX071419
0.9527
134021010120
3.61
3.99
7.14 x 10-4
CCBX071419
1 0.9528
265
2.49
75
571 Industrial Parkway, Commerce, GA 30529 * Ph: 706-336-7000 * Fax: [phone] * Email: [e-mail]

if
Product:
TN 270-2-8
Project:
WCI Anson Phase 4 Cell 2, NC
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in)
Transmissivity
Resin Lot
Density
Thickness
Carbon
Black
I ensue
Strength
Transmissivity
(m2/sec)
Number
(g/cm3)
(mils)
(o/o)
MD
(m2/sec)
"A"
"B"
Side
Side
134021010121
CCBX071419
0.9528
134021010122
CCBX071419
0.9528
1
134021010123
CCBX071419
0.9528
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone]*Emafl:[e-mail]

Customer Name:
Project Name:
Geocomposite Manufacturer:
Geocomposite Production Plant:
Geocomposite Brand Name:
POLYETHYLENE RESIN CERTIFICATION
Waste Connections Inc
WCI Anson Phase 4 Cell 2, NC
SKAPS Industries
Commerce, GA
TN 270-2-8
We hereby certify the following test results for the above referenced product/project:
Resin
Manufacturer
Resin
Lot Number
property
Test
Method
Units
Resin
Manufacturer
Value
Tested
Value
Osterman and Company
CCBX071419
Density
ASTM D1505
g/cm3
1 0.9500
1 0.9482
Melt flow Index
ASTM D1238(a)
g/10 min
1 0.30
1 0.18
(a) Condition 190/2.16
* Data from SKAPS Quality Control
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]

r
Geotextile
certification
/ Product:
TN 270-2-8
Project:
WCI Anson Phase 4 Cell 2, NC
We hereby certify the following test results for the above referenced product/project
ROLL#
SIDE
oz/yd2
GRAB
lbs.
(MD)
GRAB
ELG %
(MD)
GRAB
lbs.
(XMD)
GRAB
ELG %
(XMD)
PUNCTURE
lbs.
ADS
us sieve
WATER -
FLOW
9Pm/ft2
Side A
8.50
231
74
238
83
134
80
110
134021010001
Side B
8.53
226
67
233
76
138
80
110
Side A
8.51
235
73
237
81
132
80
112
134021010030
Side B
8.27
232
65
239
85
136
80
112
Side A
8.51
235
73
237
81
132
80
112
134021010060
Side B
8.27
232
65
239
85
1 136
80
112
Side A
8.38
234
69
234
78
131
80
110
134021010090
Side B
8.30
225
66
241
80
139
80
112
Side A
8.36
227
68
230
84
137
80
112
134021010120
Side B
8.38
234
69
1 234
78
131
80
110
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: contact@skaps-com

APPENDIX C
Section 4
LEACHATE
COLLECTION
COMPONENTS &
STORMWATER

SidesloperTmPumps
Manufactured by: GunnCo Pumps & Control, Inc.
MEMO
MEMO
MEMO
MEMO
MEMO
IIIL�
MEMO
MEMO
MEMO
MEMO
MEMO
MEMO
' MEMO
t�
MEMO
MEMO
MEMO
MEMO
MEMO
MEMO
MEMO
MEMO
0 20 40 60 8D 100 12D 140
FLOW RATE (GPM)
Model
Max. H.P.
Est.
Weight*
Max. Pump
Dia.
Discharge
Size
Est. Length
Pump &
Motor"
Carrier Size
P21<75.3
2.0
40.0lbs.
4"
2"
31.0"
A5
P21<75.5
3.0
70.0lbs.
4" 2"
4" 2"
39.1"
C5
P21<75.8
5.0
80.0lbs.
57.0"
E5
* Estimated pump with single phase motor and carrier. Add estimate of .5 lbs. per foot for cable
and discharge piping. Consult manufacturer for carrier dimensions.
** Length is based on bare pump and single-phase motor. Does not include carrier or any fittings.
GunnCo pumps are provided with male cam -lock discharge fitting unless specified other.
Curves are based on stainless steel with Teflon® bearing and seals.

MATERIALS OF CONSTRUCTION
Leachate Pumps
Pump Model P2K 75-5TSN
Check Valve Housing
Check Valve
Diffuser Chamber
Impeller
Suction Interconnector
Inlet Screen
Pump Shaft
Stra ps
Priming Inducer
Coupling
Check Valve Seat
Top Bearing
Impeller Seal Ring
Intermediate Bearings
Shaft Washer
Split Cone
Split Cone Nut
304 Stainless Steel
304 Stainless Steel
304 Stainless Steel
304 Stainless Steel
304 Stainless Steel
304 Stainless Steel
431 Stainless Steel
304 Stainless Steel
304 Stainless Steel
329/431 Stainless Steel
Teflon/316 Stainless
Steel
Teflon/316 Stainless
Steel
Teflon/316 Stainless
Steel
Teflon/316 Stainless
Steel
LCP (Vectra®)
304 Stainless Steel
304 Stainless Steel

G u n n C o Sidesloper TM
MODEL P2K MOTOR DATA 3 HP, 3/460V/60
HORSE POWER
3 hp
PHASE
3
VOLTS
460 volts
FREQUENCY
60 Hz
SERVICE FACTOR
1.15
FULL LOAD AMPS
4.8 amps
AMPS @ SF
5.5 amps
Line to line Resistance 7.2 — 8.8 Ohms
Locked rotor amps 31.0 amps

■■■■■■■■■■■■ Stainless
0
Applications
These motors are built for dependable operation in 4"
diameter or larger water wells.
Basic Features
■ Corrosion -resistant Stainless Steel Exterior
■ Stainless Steel Splined Shaft
■ Hermetically -sealed Windings
■ Anti -track Self -healing Resin System
■ Filter Check Valve
■ Water Lubrication
■ Kingsbury -type Thrust Bearing
■ Pressure -equalizing Diaphragm
■ Built-in Lightning Arrestors (All Single-phase;
200 & 230 V Three -Phase)
■ Removable Water Bloc Lead
■ Franklin -manufactured Control Boxes Available
for Single -Phase Motors
■ UL 778 Recognized (North American Voltages)
■ CSA Certified
■ ANSI/NSF 61 Certified
■ Industry Standard NEMA Mounting Dimensions
Special Features
■ No flow inducer sleeve required in water up to 860F (30°C) for motors through 2 Hp.
■ Two -wire motors are split -phase designs with integral starting components and do not require a control box.
They feature Franklin's patented 2-wire BIAC starting switch which provides Reverse Impact Torque to aid
starting in adverse environments and prevents extreme fast cycling (e.g. water logged tank).
■ Three -wire motors through 1 Hp use Franklin's exclusive 3-wire QD (Quick Disconnect) Control Box with the
patented QD Relay. This relay provides the ultimate in operational life.
■ Single-phase motors can be used with Pumptec products to protect against dry -run and other installation
conditions that can damage motors and/or pumps. See Single-phase Protection Devices for details.
Constant Pressure Options
■ Use Franklin's MonoDrive controller with 1 1/2 Hp three -wire single-phase motors to provide constant
water pressure.
■ Three-phase motors can be used with SubDrive controllers to provide constant water pressure.
Pollution Recovery Option
■ Pollution Recovery motors are equipped for use in monitoring and recovery wells in which hydrocarbons and
other chemicals may be present.
■ Special Viton® rubber parts and other chemical resistant materials as listed in Construction Materials chart.
3

MENEEMENEEN I Stainless
4-Inch Super Stainless Motor Specifications
60
2-Wire
1/3 - 1.5
0.25 - 1.1
2
3450
86°F / 30°C
Continuous
50
2-Wire
1/2 - 1.5
0.37 - 1.1
2
2875
86°F / 30°C
Continuous
60
3-Wire
1/3-3
0.25 - 2.2
2
3450
86°F / 30°C
Continuous*
50
3-Wire
1/3-3
0.25 - 2.2
2
2875
86°F / 30°C
Continuous*
60
3-Phase
1/2-3
0.37 - 2.2
2
3450
86°F / 30°C
Continuous"
50
3-Phase
1/2-3
0.37 - 2.2
2
2875
86°F / 30°C
Continuous"
4-Inch Pollution Recovery Motor Specifications
60
2-Wire
1/3 - 1.5
0.25 - 1.1
2
3450
86T / 30°C
Continuous
50
2-Wire
1/2 - 1.5
0.37 - 1.1
2
2875
86°F / 30°C
Continuous
60
3-Wire
1/3-2
0.25 - 1.5
2
3450
86°F / 30°C
Continuous
50
3-Wire
1/3-2
0.25 - 1.5
2
2875
86°F / 30°C
Continuous
60
3-Phase
1/2-2
0.37 - 1.5
2
3450
86°F / 30°C
Continuous
50
3-Phase
1/2-2
0.37 - 1.5
2
2875
86°F / 30°C
Continuous
`3 Hp motors require 0.25 ft/sec flow past motor
4-Inch Construction Materials
End Bells
Stator Shell
Shaft Extension
Fasteners
Seal Cover
Seal
Diaphragm
Slinger
Lead Wire (or Cable)
Lead Potting
Lead Jam Nut
Specifications subject to chan<
Viton@ is a registered trademE
Tefzel® is a registered tradem
304 SS over Iron
301 SS
17-4 SS
300 Series SS
Acetal
Nitrile Rubber Lip
Nitrile Rubber
Nitrile Rubber
XLPE -
Epoxy
300 Series SS -
le without notice. Contact Franklin Electric if c
rk of DuPont Dow Elastomers.
ark of E.l. du Pont Nemours and Company.
CCW Facing Shaft End
Electrically Reversible
CCW Facing Shaft End
Electrically Reversible
304 SS over Iron
301 SS
17-4 SS
316 SS
Tefzel® -
Viton
Viton® -
Viton
Lead not furnished with motor
Lead not furnished with motor
Lead not furnished with motor
urrent material types are required for bid specifications.
4

■■■■■■■■■■■■ Stainless
4-Inch Dimensions and Weights
LEAD
AREA
1.00 \
45°
3.00
3.438
3.435
4 STUDS
5/16 -24 UNF-2A THREAD
INLET FILTER
(UNDER COVER)
Single-phase Motors - 2-wire
1/3
0.25
8.76
16
7.3
1/2
0.37
9.51
18
8.2
3/4
0.55
10.64
21
9.5
1
0.75
11.73
24
10.9
1.5
1.1
15.10
31
14.1
Single-phase Motors -
3-wire
4x4.375x16
4x4.375x16
4x4.375x19
4x4.375x19
4x4.375x21
1/3 0.25 8.76 17
7.7
4 x 4.375 x 16
1.48
1/2 0.37 9.51 19
8.6
4 x 4.375 x 16
MAX .50 MIN.
FULL SPLINE
3/4 0.55 10.64 21
9.5
4 x 4.375 x 19
.030 R 1.508
1 0.75 11.73 24
10.9
4 x 4.375 x 19
MAX 1.498
1.5 1.1 13.60 28
12.7
4x4.375x21
.97
2 1.5 15.10 33
15.0
4x4.375x21
.79
3 2.2 19.04 41
18.6
6x6x25
161 MAX LEAD
BOSS HEIGHT
Three-phase Motors
3.75 DIA.
L"
SEE
TABLE
r
M
1/2
0.37
9.51
18
8.2
4 x 4.375 x 16
3/4
0.55
10.64
21
9.5
4 x 4.375 x 16
1
0.75
11.73
24
10.9
4 x 4.375 x 19
1.5
1.1
11.73
24
10.9
4 x 4.375 x 19
2
1.5
13.60
28 _
12.7
4x4.375x21
3
2.2
16.04
35
15.9
6x6x22
All dimensions
listed
above
are for models supplied
with lead. Consult
factory for other models.
5

APPENDIX C
Section 5
GEOTEXTILE

A' SKAPS Industries (Nonwoven Division)
335 Athena Drive
i Athens, GA 30601 (U.S.A.)
f Phone [phone] Fax [phone]
gr:�� E-mail: [e-mail]
June 7, 2023
Waste Connections
11400 Parkside Drive, Suite 500
Knoxville, TN 37934
PO: 6115-23-0002
Dear Sir/Madam:
This is to certify that SKAPS GE180 is a high quality needle -punched nonwoven geotextile made of
100% polypropylene staple fibers, randomly networked to form a high strength dimensionally stable
fabric.SKAPS GE180 resists ultraviolet deterioration, rotting, biological degradation. The fabric is inert
to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS
GE180 conforms to the property values listed below:
PROPERTY
TEST METHOD
UNITS
M.A.R.V.
Minimum Average Roll Value
Weight
ASTM D 5261
oz/s /mz)
8.00 (271)
Thickness*
ASTM D 5199
mils (mm)
100 (2.54)
Grab Tensile
ASTM D 4632
Ibs (kN)
225 (1.00)
Grab Elongation
ASTM D 4632
%
50
Trapezoidal Tear
ASTM D 4533
Ibs (kN)
90 (0.40)
CBR Puncture
ASTM D 6241
Ibs (kN)
650 (2.89)
Permittivity*
ASTM D 4491
sec-1
1.26
Permeability*
ASTM D 4491
cm/sec
0.30
Water Flow*
ASTM D 4491
gpm/ft2(1/min/m2)
100 (4074)
AOS*
ASTM D 4751
US Sieve (mm)
80 (0.18)
UV Resistance
I ASTM D 4355
%/hrs
1 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
KOUROSH SABZEVARI
QUALITY CONTROL MANAGER
www.skaps.com

Product: GE18O-180
ROLL #
WEIGHT
THICKNESS
MD TENSILE
MD ELONG
XMD TENSILE
XMD ELONG
MD TRAP
XMD TRAP
CBR PUNCTURE
AOS
WATER FLOW
PERMEABILITY
PERMITTIVITY
ASTM METHOD
D5261
D5199
D4632
D4632
D4632
D4632
D4533
D4533
D6241
D4751
D4491
D4491
D4491
UNITS
ozlsq yd
(mils)
lbs.
%
lbs
%
lbs.
lbs
lbs.
US Sieve
gpmlft2
cmisec
sec'
TARGET
8.00
100
225
50
225
50
90
90
650
80
100
0.30
1.26
76 440.1
1 8.25
125
229
69
239
77
98
109
659
80
103
0.43
1.37
*All Values are MARV.

s aPs
Manufacturer's Contact:
Mr. Kourosh Sabzevari (Quality Control Manager)
335 Athena Dr.
Athens, GA 30601
Telephone: [phone]
Fax: [phone]
Customer:
Waste Connection
Project/PO#:
6115-23-0002 - Anson Phase 4 Cell 2
Product:
G E 180
Dimensions (W"xL'):
180
1 690
Area per Roll (SY):
1150
Roll#s:
76640.1

FSKAPS
Manufacturer's Contact:
Mr. Kourosh Sabzevari (Quality Control Manager)
335 Athena Dr.
Athens, GA 30601
Telephone: [phone]
Fax: [phone]
Customer:
Manufacturer's Contact:
Mr. Kourosh Sabzevari (Quality Control Manager)
335 Athena Dr.
Athens, GA 30601
Telephone: [phone]
Fax: [phone]
Customer:
Waste Connection
Project/PO#:
6115-23-0002 - Anson Phase 4 Cell 2
Product:
G E 180
Dimensions (W"xL'):
180
1 690
Area per Roll (SY):
1150
Roll#s:
76640.1

APPENDIX D
CONFORMANCE
TESTING RESULTS

APPENDIX D
Section 1
HDPE GEOMEMBRANE

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
VTR I Austin,TX - USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
September 8, 2023
Mail To: Bill To:
Susan Reid <= Same (P.O. # )
Waste Connections
email: [e-mail]
Dear Ms. Reid:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below
Project:
Anson County Landfill 3 & 4
TRI Job Reference Number:
23-003335
Material(s) Tested:
Six, Skaps Industries 60 mil Textured HDPE Geomembrane(s)
Test(s) Requested:
Thickness (ASTM D5994)
Asperity Height (GRI GM 12)
Density (ASTM D1505)
Tensile Properties (ASTM D6693)
Puncture Strength (ASTM D4833)
Tear Resistance (ASTM D1004)
If you have any questions or require any additional information, please call us at 1-800-880-8378
�Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
Page 1 of 7
The testing herein is based upon accepted industry practice as well as the test method listed Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval ofTRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
46Atsntin TX - USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 & 4
Material: Skaps Industries 60 mil Textured HDPE Geomembrane
Sample Identification: 3101402001
TRI Log #: 23-003335
PARAMETER
TEST REPLICATE NUMBER
STD.
1 MEAN DEV.
1
2
3
4
5
6
7
8
9
10
Thickness (ASTM D5994)
Thickness (mils)
61
60
60
61
61
61
62
60
61
61
61
0
60
«min
Asperity Height (GRI GM 12)
Asperity Height (mils) - Side A
34
34
36
36
33
33
34
38
34
34
35
2
Asperity Height (mils) - Side B
30
30
33
32
34
29
32
34
31
32
32
2
Density (ASTM D1505)
Density (glcm3)
0.947
0 947
0.947
0.947
0.000
Tensile Properties (ASTM D6693, 2 ipm strain rate)
MD Yield Strength (ppi)
182
162
179
176
167
773
8
TD Yield Strength (ppi)
184
185
173
182
183
181
5
MD Break Strength (ppi)
135
186
189
195
174
176 1
24
TD Break Strength (ppi)
136
124
124
118
122
125
7
MD Yield Elongation (%)
20
22
21
23
23
22 1
1
TD Yield Elongation (%)
21
22
20
19
19
20
1
MD Break Elongation (%)
186
504
475
509
455
426
136
TD Break Elongation (%)
230
408
127
202
70
207
129
Puncture Resistance (ASTM 04833)
Puncture Strength (Ibs)
152
152
156
152
157
154
2
Tear Resistance (ASTM D1004)
MD Tear Strength (Ibs)
56
58
57
61
57
57
58
65
56
54
1 58 1
3
TD Tear Strength (Ibs)
59
60
66
61
63
58
58
65
62
57
1 61
3
MD Machine Direction TD Transverse Direction
Page 2 of 7
The testing herein is based upon accepted industry Practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material, TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval oFTRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

4L\TRI
ENVIRONMENTAL
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin,TX - USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 & 4
Material: Skaps Industries 60 mil Textured HDPE Geomembrane
Sample Identification: 3101402011
TRI Log M. 23-003335
PARAMETER TEST REPLICATE NUMBER
STD.
MEAN DEV.
1
2
3
4
5
6
7
8
9
10
Thickness (ASTM D5994)
Thickness (mils)
62
61
62
62
63
60
61
62
61
61
61
1
60
<< min
Asperity Height (GRI GM 12)
Asperity Height (mils) - Side A
32
33
37
36
32
32
34
33
34
31
33
2
Asperity Height (mils) - Side B
32
35
32
32
32
33
34
33
34
33
33
1
Tensile Properties (ASTM D6693, 2 ipm strain rate)
MD Yield Strength (ppi)
170
170
180
174
176
174
4
TD Yield Strength (ppi)
177
178
172
173
174
175
3
MD Break Strength (ppi)
135
216
148
149
153
160
32
TD Break Strength (ppi)
128
135
132
130
130
131
3
MD Yield Elongation (%)
17
19
19
19
19
19
1
TD Yield Elongation (%)
18
16
15
18
16
17
1
MD Break Elongation (%)
185
561
159
100
192
239
183
TD Break Elongation (%)
76
169
295
111
155
161
83
Puncture Resistance (ASTM D4833)
Puncture Strength (Ibs)
151
147
153
144
146
14B
4
Tear Resistance (ASTM ❑1004)
MD Tear Strength (Ibs)
55
56
65
57
52
56
55
64
57
53
57
4
TD Tear Strength (Ibs)
60
58
63
55
64
54
56
65
59
56
59
4
MD MJa,;hine Direct.= TD Transverse Direction
Page 4 of 7
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples otherthan those tested TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval ofTRL
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1512-263-5944 1 www.tri-env.com

46TRI
ENVIRONMENTAL
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Aus6n,TX - USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou- China I Sao Paulo, Brazil Johannesburg -Africa
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 8.4
Material: Skaps Industries 60 mil Textured HDPE Geomembrane
Sample Identification: 3101402021
TRI Log #: 23-003335
PARAMETER TEST REPLICATE NUMBER
STD.
PAEAN DEV,
1
2
3
4
5
6
7
8
9
10
Thickness (ASTM D5994)
Thickness (mils)
62
61
61
61
62
60
60
63
62
60
61 1
60 << min
Asperity Height (GRI GM 12)
Asperity Height (mils) - Side A
34
36
34
33
34
32
33
34
34
35
34 1
Asperity Height (mils) - Side B
33
32
32
34
33
32
30
32
33
32
1 32 1
Tensile Properties (ASTM D6693. 2 ipm strain rate)
MD Yield Strength (ppi)
174
171
170
173
167
171 3
TD Yield Strength (ppi)
163
167
172
175
174
170 5
MD Break Strength (ppi)
195
211
142
207
204
192 28
TO Break Strength (ppi)
174
150
131
154
188
159 22
MD Yield Elongation (%)
18
18
19
21
19
19 1 1
TO Yield Elongation (%)
16
17
16
16
18
17 1
MD Break Elongation (%)
480
523
271
523
537
467 112
TD Break Elongation (%)
498
254
104
406
491
351 169
Puncture Resistance (ASTM D4833)
Puncture Strength (Ibs)
144
147
151
141
141
145 4
Tear Resistance (ASTM D1004)
MD Tear Strength (Ibs)
60
59
60
54
55
55
55
60
59
59
68 2
TO Tear Strength (Ibs)
60
62
66
59
57
55
60
64
58
57
60 3
MD Machine Direction TO Transverse Direction
Page 6 of 7
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

LA
TRI
ENVIRONMENTAL
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, TX - USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 & 4
Material: Skaps Industries 40 mil Textured HDPE Geomembrane
Sample Identification: 3102402001
TRI Log M. 23-003375
PARAMETER TEST REPLICATE NUMBER
STD.
MEAN DEV,
1
2
3
4
5
6
7
8
9
10
Thickness (ASTM D5994)
Thickness (mils)
42
42
43
41
39
41
40
43
44
40
41 2
39 « min
Asperity Height (GRI GM 12)
Asperity Height (mils) - Side A
28
26
26
26
26
27
29
28
26
28
27 1
Asperity Height (mils) - Side B
27
27
26
27
28
27
28
28
28
26
1 27 1
Density (ASTM D1505)
Density (g/cm3)
0 948
0.948
0.948
0.948 0.000
Tensile Properties (ASTM D6693, 2 ipm strain rate)
MD Yield Strength (ppi)
109
114
116
114
119
114 4
TD Yield Strength (ppi)
116
117
125
113
118
1 118 4
MD Break Strength (ppi)
127
154
166
152
136
147 15
TD Break Strength (ppi)
111
125
89
113
90
106 16
MD Yield Elongation (%)
17
20
19
20
19
19 1
TD Yield Elongation (%)
17
17
19
18
20
18 1
MD Break Elongation (%)
450
569
607
552
481
532 65
TD Break Elongation (%)
438
474
60
440
63
295 214
Puncture Resistance (ASTM D4833)
Puncture Strength (Ibs)
107
107
106
119
110
110 5
Tear Resistance (ASTM D1004)
MD Tear Strength (Ibs)
41
41
42
43
39
41
45
42
40
39
41 2
TD Tear Strength (Ibs)
41
41
44
42
43
42
43
47
44
40
1 43 2
MD Machine Direction TD Transverse Direction
Page 2 of 2
The testing herein is based upon accepted industry Practice as well as the test method listed. Test results reported herein do not apply to samples otherthan those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval ofTRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-eny.com

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
LAITRI Austin, TX - USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
September 8, 2023
Mail To: Bill To:
Susan Reid <= Same (P.O. # )
Waste Connections
email: [e-mail]
Dear Ms. Reid:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:
Anson County Landfill 3 8r 4
TRI Job Reference Number:
23-003375
Material(s) Tested:
One, Skaps Industries 40 mil Textured HDPE Geomembrane(s)
Test(s) Requested:
Thickness (ASTM D5994)
Asperity Height (GRI GM 12)
Density (ASTM D1505)
Tensile Properties (ASTM D6693)
Puncture Strength (ASTM D4833)
Tear Resistance (ASTM D1004)
If you have any questions or require any additional information, please call us at 1-800-880-8378
�Sincerely. I '
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
Page 1 of 2
The testing herein is based upon accepted industry Practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor
makes claim as to the Final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval ofTRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-eny.com

LA
T TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
■ R I Austin, TX- USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 & 4
Material: Skaps Industries 60 mil Textured HDPE Geomembrane
Sample Identification: 3101402006
TRI Log #: 23-003335
PARAMETER TEST REPLICATE NUMBER
STD.
MEAN DEV.
Thickness (ASTM D5994)
Thickness (mils)
1 2
61 61
3
60
4
60
5 6
62 61
7 8 9 10
61 61 62 60
61
60
1
<< min
Tensile Properties (ASTM D8693, 2 ipm strain rate)
MD Yield Strength (ppi)
176 172
177
168
179
174
4
TD Yield Strength (ppi)
172 171
175
185
179
1 176
6
MD Break Strength (ppi)
147 189
157
140
146
156
20
TD Break Strength (ppi)
141 138
142
113
143
135
13
MD Yield Elongation (%)
17 19
17
19
19
18
s
TD Yield Elongation (%)
19 19
19
18
18
19
1
MD Break Elongation (%)
109 481
319
80
409
280
179
TD Break Elongation (%)
390 234
414
137
135
262
134
MD Machine Direction
TD Transverse Direction
Page 3 of 7
The testing herein is based upon accepted industry practice as well as the test method listed Test results reported herein do not apply to samples other than those tested. TRI neither acceptsfospony64ityfor M
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in Full, without pr or opprmul ofTRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

LA
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
TRI Austin, TX- USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 & 4
Material: Skaps Industries 60 mil Textured HDPE Geomembrane
Sample Identification: 3101402016
TRI Log #: 23-003335
STD.
PARAMETER
TEST REPLICATENUMBER
MEAN
DEV.
1 2 3
4
5 6
7 8 9 10
Thickness (ASTM D5994)
Thickness (mils)
60 61 62
62
63 62
61 60 62 61
62
1
60
<< min
Tensile Properties (ASTM D6693, 2 ipm strain rate)
MD Yield Strength (ppi)
173 181 181
172
179
177
4
TD Yield Strength (ppi)
176 172 168
168
161
1 169
6
MD Break Strength (ppi)
163 175 134
150
181
161
19
TD Break Strength (ppi)
135 171 164
126
132
146
20
MD Yield Elongation (%)
18 19 16
18
18
18
1
TD Yield Elongation (%)
17 19 20
19
18
1 19 1
1
MD Break Elongation (%)
206 418 237
307
446
323
107
TD Break Elongation (%)
64 463 425
68
270
258
190
MD Machine Direction
TD Transverse Direction
Page 5 of 7
The testing herein is based upon accepted industry practice as well as the test method listed Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

LA*
T TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
■ R I Austin, TX - USA I CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Connections
Project: Anson County Landfill 3 & 4
Material: Skaps Industries 60 mil Textured HDPE Geomembrane
Sample Identification: 3101402026
TRI Log #: 23-003335
STD.
PARAMETER TEST REPLICATE NUMBER
MEAN
DEV.
1 2 3
4
5 6 7
8 9 10
Thickness (ASTM D5994)
Thickness (mils) 62 62 62
62
62 60 61
63 63 62
62
1
60
<< min
Tensile Properties (ASTM D6693, 2 ipm strain rate)
MD Yield Strength (ppi) 181 180 171
175
168
175
6
TD Yield Strength (ppi) 178 171 175
179
176
176
3
MD Break Strength (ppi) 196 140 180
185
171
174
21
TD Break Strength (ppi) 133 172 127
136
141
142
18
MD Yield Elongation (%) 19 19 19
21
19
19
1
TD Yield Elongation (%) 17 16 15
16
17
16
1
MD Break Elongation (%) 480 337 457
462
441
435
57
TD Break Elongation (%) 413 467 177
106
326
298
153
MD Machine Direction TO Transverse Direction
Page 7 of 7
The testing herein is based upon accepted industry Practice as well as the test method listed Test results reported herein do not apply to samples other than those tested, TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval ofTRI.
TRI Environmental 19063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

APPENDIX E
INTERFACE FRICTION
ANGLE TEST RESULTS

A� �Cb--e
ik
2- Q '`--'7 7 d z-�)

Michael Monteleone
r
From: Nelson Breeden <[e-mail]>
Sent: Tuesday, May 26, 2020 4:35 PM C
To: Michael Monteleone
Subject- FW: (Fin)54814-Oasis Anson LF Phase 3 Cell
From: Chiado, Eric [mailto:[e-mail]]
Sent., Tuesday, May 26, 2020 4:17 PM
To: Nelson Breeden; Brown, Scott; Mitchell, Tim; Bivins, Nathan
Subject: RE: (Fin)54814-Oasis Anson LF Phase 3 Cell
Yes and No.
Yes, the peak and large displacement (LID) shear strengths exceed the minimum required peak and LID shear
strengths required by the CQA Plan and permit design, respectively, with the exceptions noted in red
fill. There are substantial increases in the LD shear strengths in this round of testing, relative to the original
tests.
No, in that the peak shear strengths in this round of testing were generally lower than the complementary
interfaces evaluated in the original tests. Not sure why that's the case. However, as noted above, the peak
shear strengths are still acceptable, and there are large increases in the LID shear strength.
Long story short, these results are acceptable, as are the rolls covered by these samples.

PEAK SHEAR STRENGTH
Min.
Required
GCL
Peak Shear
GCL ( Woven
(Nonwoven
Normal
Strength
Side) vs Clay
Side) vs 60
Stress (psf)
(psf)
(CL-01)
mil HDT Liner
500
235
325
331
2,000
462
732
1,171
5,000
1,154
2,778
10,000
2,309
2,382
5,327
LARGE DISPLACEMENT SEAR STRENGTH
Min.
Required LD
Min.
Shear
Required
Strength per
Peak Shear
Slope
Normal
Strength
Stability
Stress (psf)
(psf)
Analysis (psf
500
235
115
2,000
462
461
5,000
1,154
776
10,000
2,309
1,302
Complete
Complete
Liner X-Sec
Liner X-Sec
(PC-01
(PC-02
Borrow)
Vulcan)
337
396
824
1,002
2,101
1, 549
3,618
3,443
See Note 1 I See Note 1
GCL
Complete
Complete
GCL(Woven
(Nonwoven
Liner X-Sec
LinerX-Sec
Side) vs Clay
Side) vs 60
(PC-01
(PC-02
(CL-01)
mil HDT Liner
Borrow)
Vulcan
325
275
337
395
663
791
824
990
1,608
1,948
1,912
2,377
2,867
3,583
3,443
See Note 1 I See Note 1
Note 1. Samples sheared at GCL vs clay interface at all normal stresses.
Eric D. Chiado, P.E. / Vice President
Civil & Environmental Consultants, Inc.
NEW ADDRESS 4350 Northern Pike, Suite 141, Monroeville, PA 15146
Toll -Free: 800-899-3610 • Fax: [phone]
Mobile: [phone] - liu ).' x%w.cecinc.com
Senior Leadership • Integrated Services • Personal Business Relationships
From: Nelson Breeden <[e-mail]>
Sent: Tuesday, May 26, 2020 2:41 PM
To: Chiado, Eric <[e-mail]>; Brown, Scott <[e-mail]>; Mitchell, Tim <[e-mail]>;
Bivins, Nathan <[e-mail]>
Subject: FW: (Fin)54814-0asis Anson LF Phase 3 Cell
This appears much better. Thoughts?
2

From: Michael Monteleone [rrr eai[to:mmarlteleone oases-rs.com]
Sent: Tuesday, May 26, 2020 2:18 PM
To: Bivins, Nathan (nbivh cecinc.cam)
Cc: Nelson Breeden; Saeed Abdolpour
Subject: FW: (Fin)54814-Oasis Anson LF Phase 3 Cell
WARNING: This email is from outside of Waste Connections; Exercise caution
Nathan
Attached are the 4 interface retests. Can you pass along to the engineers at your end to review and evaluate. The
numbers are better. The asperity heights are also better. I think these should all meet the design requirements but
going on memory.
Regards
Michael Monteleone, P.E.
Executive Vice President, Director of Engineering
mmonteleone oasis-cs.com
OASIS
CONSULTING
SERVICES
45 Woodstock Street I Roswell, Georgia 30075
0:678.739.2400 1 F: 770.552.5550 1 M: 404.307.2680
w w oasis-rs.com
This message contains confidential information and is intended only for the individual(s) named If you are not the named addressee you should not disseminate
distribute or copy this e-mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system If
you are not the intended recipient you are notified that disclosing. copying. distributing or taking any action in reliance slab the contents of this information is strictly
prohibited

Z&TRI
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
A..; -Tx Uif
ENVIRONMENTAL
Client:
Project:
Interface Shear Strength of Geosynthetic Clay Uner by Direct Shear (ASTM D6243)
Oasis Consultant Services
Anson Landfill
GCL - woven side down vs.
CL-01 (Clay Sample)
12,000
10,0m
N
a 8,000
e
e,000
m 4,000
2,000
c
0 2,000 4,000 5,000 5,000 10,000 12,000
Normal Stress (psf)
500 psf -2000 psf A5000 psf 10000 psf
2.500
2.000
y 1,500
N
Ol
rn
1,000
Tn IF
500
0
0 0.5 1 1.5 2 2.5 3
Displacement (inches)
TRI Log #: 54814-8
Richard S. Lacey. P.E. 5/26/2020
Analysis 8 Quality Review/Date
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
11.8
12.0
Y-intercept
psf
192
i
162
or Adhesion
-
Minimum
Degrees
11.2
11.2
Secant Angle
,.-, v.,i„ems oe.. t—1 fnr 3 n innhen of Disolacement
Test Conditions
Upper
GCL - woven side down
Box
Lower
CL-01 (Clay Sample)
Box
w = 26.6 % yd = 86.3 pcf
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear,
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the interface at all stresses.
Specimen No.
-
1
2
3
4
Normal Stress
psf
500
2,000
5,000
10,000
Box Edge Dimension
in
12
12
12
12
Bearing Slide Resistance
Ibs
13
27
56
103
Shear stress
psf
325
732 ✓
988 ✓
2,382
Peak Secant Angle
deg.
33.0
20.1
11.2
13.4
Large shear Stress
psf
325 ✓
663
98
2,3771
deg.
33.0
18.3
711.2
13.4
Displacement Secant Angle
N6-4b, Are --
Page 1 of r ✓ —c� u
try.• Iwatmy nr,nm r. tIlu1wmcm�I.�cnanccoannpwsNm0nlwid .
1pa tlo L%l0le#d„,GVt �uu[1i,10.r c,. C,I nF.— pp—.1 TlUm n�✓rtKNlY�vUl�.iy
TRI ENVIRONMENTAL, INC.
906:3 e[C CAVCS Ro. - AUGTIN. TX 76733 - USA l PM: E300.000.TEST UR 2.263.2101

� TESTING, RESEARCH, CONSU LTI NG AND f:l ELD SERVICES
6//� Asti,, i X . UJ ;r.. I -A USA I SC L15A ' G-Ld Cur rhr,.nerdNrg ACrco
ENVIRONMENTAL
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Client: Oasis Consultant Services TRI Log #: 54814-7
Project: Anson Landfill Richard S. Lacey, P.E. 5/18/2020
Analysis & Quality Review/Date
12,000
10.000
8,000
s,00o
m
U) 4,000
2,000
6,000
5,000
GCL - nonwoven side down vs.
TXGM (3111001740) - shiny side up
0
0 2,000 4,000 6,000 6,000 10.000 112,0oO
Normal Stress (psf)
500 psf -2000 psf 05000 psf 10000 psf
a 4,000
91
3,000
1
L 2,000
CA
1,000 -,
0 —`
0 0.5 1 1.5 2 2.5 3
Displacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
27.7
15.1
Y-intercept
psf
107
207
or Adhesion
Minimum
Degrees
28.0
16.0
Secant Angle
w- t .....w R[nntnn-m %1,1ove 0nnnr7ud fnr 3-n inohas; of 01soiacemeni
Test Conditions
Upper
GCL - nonwoven side down
Box
Lower
TXGM (3111001740)
Box
shiny side up
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the interface at all stresses.
Specimen No.
-
1
2
3
4
Normal Stress
psf 1
600
2,000
5,000
10,000
Box Edge Dimension
in
12
12
12
12
Bearing Slide Resistance
Ibs
13
27
56
103
Shear Stress
psf
331 ✓
1,171✓
2,778
5,327
Peak
Secant Angle
deg.
1 33.5
30.4
29.1
28.0
Large Shear stress
psf
275 ,/
791 ✓
1,608
2,867
Displacement secant Angle
deg.
28.8
21.6
17.8
16.0
Asperity Height, Avg. of 5 Meas.
mils
30
1 30
1 30
1 30
Page 1 of 1
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TRI ENVIRONMENTAL, INC.
9063 0— CAVCS RO. - AU-- TX 713737 - USA I PR: 000.930.TEST — 51 2 263.2101

TRI
T'ESTcING. RESEARCH, CONSULTING AND'FIEL❑ SERVICE'S
4L\ENVIRONMENTAL
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
Client: Oasis Consultant Services TRI Log #: 54814-5
Project: Anson Landfill Richard S. Lacey, P.E. 5/18/2020
Analysis & Quality Review/Date
PC-02 (Vulcan) vs. DSGC (0095361010172) vs. TXGM (311001776) - dull side up vs. GCL -
nonwoven side up vs.
CL-01 (Ciay Sample)❑
12,000
10,000
N
a e,o00
6,000
M
rn
4,000
2,000
0 2.000 4,000 6,000 0,000 10.000 12,000
Normal Stress (psf)
500 psf -2000 psf n5000 psf 10000 psf
4,000
3,000
a
2,000
�n
L 1,000
Tn
o --
0 0.5 1.5 2 25 3
Displacement (inches)
Specimen No.
Normal Stress
Box Edge Dimension
Bearing Slide Resistance
Peak shear stress
Large
Asperity
Shear stress
Secant Angle
Top
Bottom
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
17.7
17.6
Y-intercept
psf
307
300
or Adhesion
Minimum
Degrees
19.2
19.0
Secant Angle
KIM. _ I � . nia I—Amnnt values Ranorted for 3.0 inches or usplacement
Test Conditions
Upper Box
PC-02 (Vulcan) - Tamped in place
Floating
' DSGC (0095361010172)
TXGM (311001776) - dull side up
GCL - nonwoven side up
Lower
Box
CL-01 (Clay Sample)
a) = 26.6 % rd = 86.3 pcf
Conditioning
Wet - Loading applied and Interface
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Dotes
Shearing occurred at the GCL vs clay Interrace at an stresses.
1
2
3
4
psf
500
2,000
51000
10,000
in
12
12
12
12
Ibs
13
27
56
103
psf
396
1,002/
1,949
3,473
deg.
38.4
26.6
21.3
19.2
psf
395
990
1,912
3,443
deg.
38.3
26.3
20.9
19.0
mils
28
30
29
32
mils
30
30
30
28
Page 1 of 1 ASR� y awn
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TRI ENVIRONMENTAL, INC.
9063 0E[ Cn rs Rp- - A— N, TX 79733 USA I pm.- E100.00O.TEST on 51 2.263 2101

Z b Ze
TRH TESTIINGI, RESFARCH,CON SUJLTING AN DoF'1E1_D SERVICES
ENVIRONMENTAL
Client:
Project:
Multi -Layered Interface Friction Test (ASTM D6243 ModMed)
Oasis Consultant Services TRI Log #: 54814-6
Anson Landfill Richard S. Lacey, P.E. 5/21/2020
Analysis & Quality Review/Date
PC-01 (Borrow) vs. DSGC (0096361010172) vs. TXGM (311001776) - Dull side up vs.
GCL - nonwoven side up vs.
CL-01 (Clay Sample)
12.000
10.000
19
8,000
N
N
iq 8,000
1a
a,
W 4,000
2,000
0 2,000 4,000 8,000 8,000 10,000 12,000
Normal Stress (psf)
500 pal -2000 psf c5000 psf 10000 psf
4,000
3.000
Q
N
m 2,000
a)
m
U 1,000
0
0 05 1 1.5 2 25 3
Displacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
! Degrees
`
19.3
19.0
Y-intercept
psf
192
169
or Adhesion
Minimum
Degrees
19.9
19.7
Secant Angle
ki 1 . o nic 1h mo,r 1/al lam Parulrlad fnr 3n Inches of Disolacement
Test Conditions
Upper Box
PC-01 (Borrow) - Tamped in place
Floating
DSGC (0095361010172)
TXGM (311001776) - Dull side up
GCL - nonwoven side up
Lower
Box
CL-01 (Clay Sample)
w = 26.6 % yd = 86.3 pcf
Conditioning
Wet - Loading applied and Interface
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the GCL vs. Glay interface at all
stresses.
Specimen No.
-
1 1
2
3
4
Normal Stress
psf
500
2,000
5,000
10,000
Box Edge Dimension
in
12
12
12
12
Bearing Slide Resistance
Ibs
13
27
56
103
Shear Stress
psf
337
824
2,101
3,618
Peak
Secant Angle
deg.
34.0
22.4
22.8
19.9
Large shear stress
psf
337
824
1.948
3,583
Displacement Secant Angle
deg.
34.0
22.4
21.3
19.7
Asperity ITOP
mils
1 30
31 1
31
34
Height' Bottom
mils
33
33
33
38
Page i of 1
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TRI ENVIRONMENTAL,
INC.
9053 BEC CAVCS Flo. - AUST
TX 707301
-- USA I pM, 800.800.TEST
OR S 1 Z.263.2101

e� a�- e---

Michael Monteleone
From: Brown, Scott <[e-mail]>
Sent: Wednesday, May 13, 2020 8:05 AM
To: Michael Monteleone; Nelson Breeden
Cc: Bivins, Nathan; Mitchell, Tim
Subject: RE: ENV data
Good morning,
Based on Eric's and Tim's discussion last night, they believe that we have justification to use an average value
for the geosynthetic interfaces. This is because 5 of the 6 failures of for the interface shear strength testing for
the entire liner cross section, occur at the GCL versus geoFnembrane interface. Also, we have interface testing
specifically for the GCL versus geomembrane interface.
Using the average values, we prepared updates to the slope stability analyses previously prepared (Section C),
and prepared one additional stability section oriented in the North -South direction for Phase 3 Cell 2. The
results of the additional runs are as follows:
To adhere to the calculations submitted in the permit, we need to demonstrate a seismic FS of 1.0 using the
large displacement properties. As shown we do that at all of the above sections, with the exception of the
stability run that uses the worst case lab results in Phase 3 and design values in Phase 5. The FS for this run is
0.992. Yes, this is below a FS of 1.0, but the difference of 0.008 is within the error tolerance for the stability
models. Therefore, our opinion would be that the stability models meets the requirements of the permit.
Moving forward, we would recommend:
1. Accept the material currently at the site and continue installation activities;
2. Prepare a calculation brief/memo to memorialize this evaluation;

3. Run new interface friction tests for the new material for the lower portions of the cell;
a. Make sure the testing includes testing at 500, 2,000, 5,000, and 10,000 psf nonnal loads; and
b. Run this testing prior to shipping the material to the site.
Let us know if you would like to have additional discussions on this matter.
Thanks
Scott L. Brown, P.E.
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Toll -Free: 855-859-9932 - Direct: 990-260-2102 - Fax: [phone]
Mobile: [phone] - hi : www.cecinc.corn
Senior Leadership - Integrated Services -_ Personal Business Relationships
From: Bivins, Nathan <[e-mail]>
Sent: Tuesday, May 12, 2020 3:51 PM
To: Brown, Scott <[e-mail]>
Subject: FW: ENV data
Forgot to cc you on the below.
Nathan T. Bivins, P.E. / Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Direct Line: [phone] - Mobile: [phone] � htt :,1.,v w wXeeinc.0 L
Senior Leadership - Integrated Services • Personal Business Relationships
From: Bivins, Nathan
Sent: Tuesday, May 12, 2020 3:49 PM
To: Michael Monteleone <rnrnonteleone oasis-cs.com>
Cc: 'Nelson Breeden' <nelson.breeden wasteconnections.com>
Subject: RE: ENV data
Mike,
We reviewed the interface shear strength test results. Below are summary tables showing the design requirements and the
tested values for the peak and large displacement results.
PC (Vulcan)
'PC (Borrow) vs.
VS.
Geocomposite
Min.
Geocomposite
vs.
Normal Load
Required
vs.
Geomembrane
(psf)
Shear
Geomembrane
vs. GCL vs.
Strength (psf)
GCL vs
GCL vs.
vs. GCL vs.
Subgrade
Subgrade
Geomembrane
Subgrade
Peak Strength
Peak Strengthl
Peak Strength
Peak Strength

500
235
Not Tested
Not Tested
Not Tested
Not Tested
2,000
462
Not Tested
Not Tested
Not Tested
Not Tested
5,000
1,154
2,487
2,903
2,169
1,948
10,000
2,309
4,581
5,108
3,938
3,648
16,000
3,694
7,205
8,644
7,373
5,959
PC (Vulcan)
PC (Borrow) vs.
VS.
Geocomposite
Min.
Geocomposite
vs.
Normal Load
Required
vs.
Geomembrane
(psf)
Shear
Geomembrane
vs. GCL vs.
Strength (psf)
GCL vs
GCL vs.
vs. GCL vs.
Subgrade
Subgrade
Geomembrane
Subgrade
LD Strength
LD Strength
LD Strength
LD Strength
500
235
Not Tested
Not Tested
Not Tested
Not Tested
2,000
462
Not Tested
Not Tested
Not Tested
Not Tested
5,000
1,154
2,155
1,490
1,400
10,000
2,309
3,838
16,000
3,694
7,162
4,115
Values not meeting the design requirements are highlighted
in red. As shown,
there are several values that do not meet
the design requirements. We would
recommend any of the following:
1. Retesting the interfaces;
2. Running additional stability analysis to detennine the impacts to slope stability using the actual lab data (and
including the 500 and 2,000 psf data points); or
3. Finding alternate materials.
Given the material has shipped/arrived, I don't think option 3 above is viable.
Also, in addition to the values not meeting the design requirements, there are a few other issues that need clarified, as
follows:
e The permitted slope stability analyses specified interface shear strength testing at ttonnal loads of 500, 2,000,
5,000, and 10,000 psf. The current lab results do not include test at 500 or 2,000 psf. This is a potential
compliance issue with the site's permit, and there is a potential that a regulator could comment during review of
the certification report for the cell_
• Also, it is important to clarify how the GCL was orientated during the interface testing. Specifically which side of
the GCL, woven or nonwoven, was against the other liner system components for each of the tests. This may be
responsible for failing tests, as this is the critical interface.
Please let me know if you have any questions.
Thanks,
Nathan
Nathan T. Bivins, P.E. / Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Direct Line: (980) 260-21 13 • Mobile: [phone] • hltn:!Jw",A1%vxecinc.com
Senior Leadership • Integrated Services - Personal Business Relationships
9

From: Michael Monteleone <mmanteleone oasis-cs.com>
Sent: Tuesday, May 12, 2020 11:50 AM
To: Bivins, Nathan <nbivins cecinc.com>
Cc: 'Nelson Breeden' <neison.breeden wasteconnection5.com>
Subject: RE: ENV data
Thanks
Michael Monteleone, P.E.
Executive Vice President, Director of Engineering
rnmonteieone oasis-cs.com
OASIS
!: L CONSULTING
SERVICES
45 Woodstock Street 1 Roswell, Georgia 30075
0:678.739.2400 1 F: 770.552-5550 1 M:404.307.2680
www.oasis-cs.com
This message contains confidential information and is intended only for the individuals) named If you are not the named addressee you should not disseminate,
distribute or copy this e-mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system If
you are not the intended recipient you are notified that disclosing. copying. distributing or taking any action in reliance on the contents of this information is strictly
prohibited
From: Bivins, Nathan <nbivins cecinc.com>
Sent: Tuesday, May 12, 2020 11:45 AM
To: Michael Monteleone <nrimonteleone( oasis-C;-Com>
Cc: 'Nelson Breeden' <nelson.breeden wasteconnections_com>
Subject: RE: ENV data
Mike,
We'll have our testing results analysis to you today.
Nathan T. Bivins, P.E. / Project Manager
Civil & Enviromnental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 - Charlotte. NC 28273
Direct Line: (980) 260-21 l3 • Mobile: [phone] • ha :;!www.ccclnc.coin
Senior Leadership - integrated Services • Personal Business Relationships
From: Michael Monteleone <mrnonteleone oasis-cs.com>
Sent: Tuesday, May 12, 202010:10 AM
To: Bivins, Nathan <[e-mail]_>
Cc:'Nelson Breeden' <nelson.breed en pwasteconnections.com>
Subject: RE: ENV data
Nathan
Just following up, any word on the interface data, they are putting out today. It looked fine tome, but wanted to make
sure from the design side

LA
��� TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
ynpn, i7(-USA CA • VSLI SC • V54 eaod Came • A :oraLP Su.-ou - China Sao Paulo, Brazil Johannesburg-Afr ca
ENVIRONMENTAL
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
Client: Oasis TRI Log #: 54814-1
Project: Anson Landfill Richard S. Lacey, P.E. 5/13/2020
Analysis & Quality Review/Date
PC -Al -Vulcan Composite vs. Skaps TN 270-2-8 (0095361010001) vs.
Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs.
Subgrade
20.000
15.000
a
N
In
10,000
a)
CA 5,000
0 5.000 10,000 15.000
Normal Stress (psf)
5000 psf -10000 psf n 16000 psf
8,000
7,000
6,000
a
m 5,000
m
4,c00
1a
(n 3,000
2,000
1,000
0■
0 05 1 15 2 25
Displacement (inches)
20,000
Test Results, Linear Regression
Mohr-Uoulomb
Large
Peak
Parameters
❑is iacemerli
Friction Angle
Degrees
Negative interne is
Refer to per -normal -stress
_lnterce T
or Adhesion
psf
secant angles
Minimum
Degrees
21.5
710.9
Secant Angle
Nlnta _ I arna nisnlacement Values Reported for 3-0 inches of Displacement
Test Conditions
Upper
PC -Al -Vulcan Composite
Box
Tamped in place
Skaps TN 270-2-8
(0095361010001)
Floating
Skaps TXGM 60mii HDPE
(3112004270)
Cetco Bentomat ST (1501)
Nonwoven side up
Lower
Subgrade
Box
w = 26.6 % yd = 86.3 pcf
'Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the TXGM vs. GGL Interface at o,uuu PST
and 16,000 psf. Shearing occurred at the DSGC vs TXGM
interface at 10,000 psf.
Specimen No.
-
1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
12
Bearing Slide Resistance
Ibs
56
103
160
Peak
Shear Stress
psf
2,169
3,938
7,373
:Secant Angle
deg.
23.5
21.5
24.7
Large
Displacement
Shear Stress
psf
1,400
1,923
4,115
.Secant Angle
deg.
15.6
10.9
14.4
Asperity
Height*
Top
mils
22
25
1 24
I Bottom
Imils
1 25
Page Q41
1 24
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TRI ENVIRONMENTAL. INC.
9063 BCC CAVCS Ro. - AUSTIN. TX 7B733 - USA i Rm. Boo.BBo.TEST oR S 1 2.263.2101

Z&TR1
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
A Wn, TX - USA CJ . iJSA I SC • USA Gok Coa St -sl u 61 NIQ I Suxhm - Chink 5ev�uulg. Praxu 3:-1...:.,
ENVIRONMENTAL
Multi -Layered Interface Friction Test (ASTM D6243 Modred)
Client: Oasis TRI Log #: 54814-2
Project: Anson Landfill Richard S. Lacey, P.E. 5/13/2020
Analysis & Quality Review/Date
PC-1-Borrow Composite vs. Skaps TN 270-2-8 (0095361010001) vs.
Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs.
CB-01- Subgrade
20.000
❑Peak oLarge Displacement
15.000
a
rn 10.000
Y
5.000 ti
—o
0
0 5,000 10.000 15,000
Normal Stress (psf)
5.000
5.000
ii 4,000
N
N
3.000
r 2000
1 000
0
0
5000 psf -10000 psf n 16000 psf
20,000
05 1 1.5 - 25 3
Disolacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Large
Peak
Parameters
Displacement
Friction Angle
Degrees
20.1
11.2
Y-intercept
psf
77
70
or Adhesion
Minimum
Degrees
:
20.0
11.4
Secant Angle
hint= _ I mrr,o nicrtlacerrlard Valdes Reported for 3.0 inches 0t Ulsplacement
Test Conditions
Upper
PC-1-Borrow Composite
Box
Tamped in place
Skaps TN 270-2-8
(0095361010001)
Skaps TXGM 60mil HDPE
(3112004270)
Floating
Cetco Bentomat ST (1501)
side up -
Lower
CB-01- Subgrade
Box
w = 26.2 % Yd = 86.3 pcf
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute.0.04
Test Notes
Shearing occurred at the l MiM vs. vLL Intertace at aii
stresses.
Specimen No.
1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
12
Bearing Slide Resistance
Ibs
56
103
160
;Shear Stress
Peak
;Secant Angle
psf
1,948
3,648
5,959
deg.
21.3
20.0
20.4
Large 'Shear Stress
psf
1,072
2,025
3,247
deg.
12.1
11.4
11.5
Displacement .secant angle
Asperity
Top
mils
24
25
25
Bottom
mils
25
A ,Z
24
Height*
Thn ino4 nil herein le based upon ecutplod induolry pre chile as well ae the taal method Ilsted. Teel reaul le roponad herein do not apply to semploc &W- than Ihose leeled TRI neither accopls re.p... lblllty
tar rrw r gas claim es to the final urw ar1<I purpose of the materiel. TRI observes end maintains client conlid-lily. TRI limit ropraduellon of 1f1ra ropprt, except in lull. wllhout poor npprovN of TRI.
TRI ENVIRONMENTAL, INC.
9063 9CC CAVES RD. — AI.ISTIN, TX 76733 — USA I PH: e00.SS0.TEST Ora 51 2.263.21 o l

46TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
. AuStiR Tx _USA CA • USA. SC - U�La Gold Coast - A4 StrzG4 Suehou -China Sao PauLo, Brazil Johannesburg -Africa
ENVIRONMENTAL
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Client: Oasis TRI Log #: 54814-3
Proiect- Anson Landfill Richard S. Lacey, P.E. 5/13/2020
20.000
15.000
N
a
In
U) 10.000
5.000
0+
0
9,000
13,000
7,000
a 6,000
5,000
U) 4,000
`m
r 3,000
rn
2,000
1.000
0
0
Analysis & Quality Review/Date
Cetco Bentomat ST (1501) vs.
Skaps TXGM 60mil HDPE (3112004270) - Shiny up
oPeak oLarge Displacement
I
5.000 10,000 15,000
Normal Stress (psf)
5000 psf -10000 psf o 16000 psf
20,000
05 15 2 25 3
Displacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
27.7
8.5
Y-intercept
psf
136
749
or Adhesion
Minimum
Degrees
27.1
11.1
Secant Angle
Nlr,to _ I nrno nlenlaramant values Reported for 3.0 inches of Displacement
Test Conditions
Upper
Cetco Bentomat ST (1501)
Box
Nonwoven side down
Lower
Skaps TXGM 60mil HDPE
Box
(3112004270) - Shiny up
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
1 inches/minute 0.04
Test Notes
Shearing occurred at the interface at all stresses
Specimen No.
-
1 1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
12
Bearing Slide Resistance
Ibs
56
103
160
Peak
shear• Stress
psf
2,903
1 5,108
81644
Secant Angle
deg.
30.1
27.1
28.4
Large
Displacement
shear Stress
psf
1,490
2,267
3,143
secant Angle
deg.
16.6
12.8
11.1
Asperity Height, Avg. of 5 Meas.
mils
21
26
33
nnpp Page > of >
nt
lI heer no, n, t es rcle m as to the final uee uW Ipurpon,e al the meleriell TRI abseas the e enddmnlniNn eclient —1 denliellel result. r. lV. TRI limile rehemln do not prod cllon of to hie fepoIhm A except In lull, without priorrTFII rnpp ant of Tql. siblllty
TRI ENVIRONMENTAL, INC.
yo63 act: C;Avcs Ixo. - Ausreti. Tx 7a�32 - Us.a I P.. eoa. seo.resT as s l z.ae,n.x ro l

LATRITESTING, RESEARCH, CONSULTING AND FIELD SERVICES
A,,:ten .rx . �}� 4 . - USA I SC - USA Cold Coeu - rw:tralo 15uj how - Chinp Sac -auto- lsi e:Ii Sansone:.:.1 Ar. ;
ENVIRONMENTAL
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Client: Oasis TRI Log #: 54814-4
Project: Anson Landfill Richard S. Lacey, P.E. 5/13/2020
Analysis & Quality Review/Date
20.000
15.000
`a
(n 10,000
5,000
0+
0
8,000
7,000
6,000
a 5.000
o)
m
4,000
3,000
co L
2,000
1,000
0
0
Cetco Bentomat ST (1501) vs.
Subgrade
❑ Peak o Large Displacement
5,000 10,000 15,000
Normal Stress (psf)
5000 psf -10000 psf n 16000 psf
05 1 15 2 25
Displacement (inches)
20,000
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
23.2
Negative Intercept
Refer to per-
normal -stress
Y-intercept
psf
323
secant angles
or Adhesion
Minimum
Degrees
24.2
21.0
Secant Angle
mmr . I —a nicnin—pnt vale Inc; RneodRd for 3.0 inches of Uisplacement
Test Conditions
Upper
Cetco Bentomat ST (1501)
Box
Woven side down
Lower
Subgrade
Box
= 26.2 % Yd = 86.3 pcf
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear_
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the interface at all stresses.
Specimen No.
1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
8
Bearing Slide Resistance
Ibs
56
103
76
Peak Shear Stress
Secant Angie
psf
2,487
4,581
7,205
deg.
26.4
24.6
24.2
Large
Shear Stress
psf
2,155
3,838
7,162
Secant Angle
deg.
23.3
21.0
24.1
Displacement
Page 1 of 1
Tin 1e 1,np herein Is based upon acoepled In dualry pre ctiee as well es the tool melhod Its ad. Teat results , dad herein do nr,e a, ■tv asmplea oven than Ihoae Issued. TRI nallhw are pls responsibility
maMee clam as to the Ilnal use end purpose of the malarial TRI observes and maintains chant conlid-1 lity TRI Iirrlitu raptOlfuCl ion oI thls report, except in lull, wIlhaut pit- oppn-W of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7a733 — USA I PM: BOO.BBD.TEST OR 51 2.263.2 1 0 1

��
��� � � ��
�Q���

t, k,.---
\TRI
ENVIRONMENTAL
Client:
Project:
20,000
15,000
n
1n
i� 10.000
GO
5.000
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Aa 6,,,Tx-USA J''_:. U&a. I SC - USA GddCwse • Autlrslia l Suzhuu -C'wv SauPdrl�o. BrnxH Johan--�esCu� "!I.
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Oasis TRI Log #: 54814-4
Ancnn I nnrifill Richard S. Lacey, P.E. 5/4/2020
0 4-
0
8.000
7,000
6,000
N
a 5,000
N
m
4,000
3,000
L
rn 2,000
1,000
Cetco Bentomat ST (1501) vs.
Subgrade
ciPeak o Large Displacement
5,000 10,000 15,000 20,000
Normal Stress (psf)
0011
0 05 1 15 2 25 3
Displacement (inches)
Analysis & Quality Review/Date
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
23.2
Negative Intercept
Refer to per-
normal -stress
Y-i ntercept
psf
323
secant angles
or Adhesion
Minimum
Degrees
24.2
21.0
Secant Angle
Ah1e . I — . nic 1—m-1 Vail IP.R Rannnld for 3-0 inches of Ulsplacemenl
Test Conditions
Upper
Cetco Bentomat ST
Box
(1501)
Lower
Subgrade
Box
CO = 26.2 % yd = 86.3 pcf
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes 71
Shearing occurred at the interface at all stresses.
Specimen No. - 1 2 3
Normal Stress psf 5,000 10,000 16,000
Box Edge Dimension
in
12
12
8
Bearing Slide Resistance
Ibs
56
103
76
Shear Stress
Peak
Secant Angle
psf
2,487
4,581
7,205
deg.
26.4
24.6
24.2
Large Shear Stress
psf
2,155
3,838
7,162
deg.
23.3
21.0
24.1
Displacement Secant Angle
Page 1 of 1
The
n'1 r 1inrnek herein
nlm es to the onel luee industry Practice he mo Well as TRI the
teet method
tulle Wad.
eeelires aon fi �ts n �N lyeTRl Ilrein dmll�!oW dYi [lion of l rnrryorlh_cepl inan th— llullw I holu[ pno rnryl�ro 0 al TRI. blllty
purpose o
TRI ENVIRONMENTAL, INC-
9063 BCC CAVES RO. - AUST , TX 7B733 - USA I pN BOO.BBO.TEST OR 51 2.263-2101
V

4A\�� I
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
ENVIRONMENTAL
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Client: Oasis TRI Log #: 54814-4
Project: Anson Landfill Richard S. Lacey, P.E. 5/4/2020
Analysis & Quality Review/Date
Cetco Bentomat ST (1501) vs.
Subgrade
20,000
❑Peak o Large Displacement
15.000
a
m
U) 10,000
r
5,000
0
0 5,000 10,000 15,D00 20,000
Normal Stress (psf)
6.000
7,000
6,000
a 5,000
rN
4,000
N 3,000
L
rn 2,000
1,000
0
0
05 l 15 2 25 3
Displacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
23.2
INegativeIntercept
Refer to per-
normal -stress
Y-intercept
psf
323
secant angles
or Adhesion
Minimum
Degrees
24.2
21.0
Secant Angle
nl..le _ I ­nidnhrarnant volt lac F2annrted for 3.0 inches of Displacement
Test Conditions
Upper
Cetco Bentomat ST
Box
(1501)
Lower
Subgrade
Box
= 26.2 % rd = 86.3 pcf
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the interface at all stresses.
Specimen No.
-
1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
8
Bearing Slide Resistance
Ibs
56
103
76
Shear Stress
Peak
5ecanl Angle
psf
2,487
1 4,581
7,205
deg.
26.4
24.6
24.2
Large Smear Stress
psf
2,155
3,838
7,162
deg.
23.3
21.0
24.1
Displacement Secant Angle
Page > of I
Tpe 1exlmp hnroin 19 hexed upon ¢stapled Induelry praelice 96 well as the 1¢el method listed. Teat reeulte reported herein do not apply to aemp$- Wlle than those leated TRI neither acerpta r-ponsibddy
}ra• np ,mgkpa cloml as Io Ilm final ulw end purpose of the meledel. TRI obeerves and
melnleme cIienl conlidenliellty THI limits reproduction of ltn lapprt, ezcepl in lull, without poor app.wa! eI TRI
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — A.STI . TX 7B733 — USA I PM: BOO.BBO.TEST Da 51 2.253.Z 1 O1

Z&TRI
ENVIRONMENTAL
Client:
Project:
20.000
15.000
N
d
N
N
(n 10.000
co
U)
5.000
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Oasis TRI Log #: 54814-3
Anson Landfill Richard S. Lacey, P.E. 5/6/2020
o+
0
9,000
8.000
7,000
n 6,000
5,000
4,000
m
L 3,000
rn
2.000
1,000
0
0
Analysis & Quality Review/Date
Cetco Bentomat ST (1501) vs. -7
Skaps TXGM 60mil HDPE (3112404270) Shiny u
❑Peak o Large Displacement
5.000 10,000 1s,000
Normal Stress (psf)
5000 psf -10000 psf o 16000 psf
05 1 15 2 25
Displacement (inches)
20,000
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
27.7
8.5
Y-intercept
psf
136
749
or Adhesion
Minimum
Degrees
27.1
11.1
Secant Angle
KIM. _ I ­o niter 1hr nt \/all lea RpnortAd for 3.0 inches of Displacement
Test Conditions
Upper
Cetco Bentomat ST (1501)
BOX
Lower
Skaps TXGM 60mil HDPE
Box
(3112004270) - Shiny up
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the interface at all stresses.
Specimen No.
-
1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
12
Bearing Slide Resistance
Ibs
56
103
160
Shear Stress
psf
2,903
5,108
8,644
Peak
Secant Angle
deg.
30.1
27.1
28.4
Large
Shear Stress
psf
1,490
2,267
3,143
Displacement Secant Angle
,Asperity Height, Avg. of 5 Meas.
deg.
mils
16.6
21
12.8
26`
11.1
33`-��j��r-
J
Page 1 of 1
The lesling herein is based upon eccepl„ d Induelry precllce
for nor makes cl mm es to the Ilna urn nId purpose of the
as well es the Iasi method Ilsled. Teal reaulls reported herein do not apply Io samples other then
malarial. TRI observes end maintains client conldenllelly. TRI limits reproduction of Ihs rapod,
(hose leolatl TRI nelri eepls -1 T81 iblliry
escepl in lull, without prior apprpve of TRI
TRI ENVIRONMENTAL, INC.
9063 BEE CA— RD. — AUS N. TX 78733 — USA I pH: 600.B80.TEST — S 7 2.283.2 1 O I

Z&TR1
ENVIRONMENTAL
Client:
Project:
20.000
15.000
CL
10,000
fo
U)
5.000
8,000
7,000
6,000
N
CL
5,000
N
N
4,000
r 3,000
rn
2,000
1,000
0
0
w / 4,rx_7 sai._� Q���,„,
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, TX- USA i CA -USA i SC -USA Gold Coast -Australia i Suzhou -China Sao Paulo, Brazil Johannesburg -Africa
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
Oasis TRI Log #: 54814-1
Anson Landfill Richard S. Lacey, P.E. 5/6/2020
Analysis & Quality Review/Date
PC -Al -Vulcan Composite vs. Skaps TN 270-2-8 (0095361010001) vs.
Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs.
Subgrade
0 5,000 10,000 15 000
Normal Stress (psf)
5000 psf -10000 psf n 16000 psf
20,000
05 1 1.5 2 25 3
Displacement (inches)
Test Results, Linear Regression
morlir-Uoulon'llo
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
Ne alive Interce is
Refer to per -normal -stress
Y-intercept
or Adhesion
psf
secant angles
Minimum
Degrees
21.5 10.9
Secant Angle
ni,, _ I ­c, r)t r lmr nl Vnh Ipc PpnnriP.d for 3.0 inches of UISDlacemeni
Test Conditions
upper
PC -Al -Vulcan Composite
Box
Tamped in place
Skaps TN 270-2-8
(0095361010001)
Skaps TXGM 60mil HDPE
Floating
(3112004270)
Cetco Bentomat ST (1501)
Lower
Subgrade
Box
(0 = 26.6 % Yd = 86.3 pef
Wet - Loading applied and Interface
Conditioning
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
I inches/minute 0.04
Test Notes
Shearing occurred at the t XSLUim vs. uuL- Inienace ai o,uuu NCI
and 16,000 psf. Shearing occurred at the DSGC vs TXGM /121-1
interface at 10,000 psf.
Specimen No.
-
1
2
3
Normal Stress
psf
5,000
10,000
16,000
Box Edge Dimension
in
12
12
12
Bearing Slide Resistance
Ibs
56
103
160
Peak shear Stress
Secant Angle
psf
2,169
1 3,938
7,373
24.7
deg.
23.5
21.5
Large Shear Stress
psf
1,400
1,923
4,115
deg.
15.6
10.9
Displacement Secant Angle
14.4
Asperity Top
mils
22
25
24
mils
25
24
Height Bottom
24
W nw *rN� hnrnlalis m as 1 the final Occupied ind,B"
pu po. of he mnl-let TRI abeervee enda, the feel d lialad etin moanet cl—i oml.t�ntW Iyed aTFI limit, reproduction aP Inn, n. except icli'm than those n fullwith olul p InrpppWnl of lb 7g1�s161111y
ee c purpose o
TRI ENVIRONMENTAL, INC.
9063 eCC CAVCS RD. — AUSTIN. TX 79733 — USA I pH: 800.88O.TEST OR S 12.263.Z 1 131

Pc y7�rf'bt�
�� --,,T i TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
ENVIRONN
Mufti -Layered Interface Friction Test (ASTM D6243 Modified)
Client: Oasis TRI Log #: 54814-2
Project: Anson Landfill Richard S. Lacey, P.E. 5/8I2020
Analysis & Quality Review0ate
PC-1-Borrow Composite vs. Skaps TN 270-2-8 (0095361010001) vs.
Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs.
CB-01- Subgrade
20,000
oPeak *Large Displacement
15,000
a
N
N
N
10,000
5,000 �-
0
0 5,000 10,000 15,000
Normal Stress (psf)
5000 psf -10000 psf n 16000 psf
0,000
5,000
a 4,000
N
3,000
2,000
1,000
20,000
0 , F-
0 05 1.5 2 2.5 3
Displacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
20.1
11.2
Y-intercept
psf
77
70
or Adhesion
Minimum
Degrees
20.0
11.4
Secant Angle
KInF- _ 1 11 . nlcnlaeamant Valuna Renorted for 3.0 inches of Displacement
Test Conditions
Upper
PC-1-Borrow Composite
Box
Tamped in place
Skaps TN 270-2-8
(0095361010001)
Skaps TXGM 60mii HDPE
Floating
(3112004270)
Cetco Bentomat ST (1501)
Lower
CB-01- Subgrade
Box
CO = 26.2 % Yd = 86.3 pcf
Wet - Loading applied and Interface
Conditioning
Flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
inches/minute 0.04
Test Notes
Shearing occurred at the Txum Vs. UL;L Interrace at all
stresses.
I Ilo Ip:nnp Ilerpn 1a 6 ..d upon n<c.ry�l W ,ndun11Y Ralrcl• —well nc 0" loci nlullwd L.IN lesl lonullo I VWImu nanau, o•� •• = ••� �••�""+II.� 1!•�rl. Vll+au W+teal. 11Y Iwlllwy .���'t OppDllnlh,l!>'
IM uor mnMnc 4101T rt In Ilwl 111u1 Ilk -d pill puaU of Ilw nl of w rm ob xn Y.Y n d Innlnlrvna <=' c0ul,Mrnpnhly till xnu l!, Icp�oJuCWnnl unn ,nppll, nr[1ry11 m 104 n 0l 1 r,nn, ,rpp1Wu161 !il
TRI ENVIRONMENTAL, INC.
9063 f3E C.— RAUST— TX 76733 USA I PH: C300.000 TEST OR 51 2 263 2101

APPENDIX F
GEOMEMBRANE
DOCUMENTATION

APPENDIX F
Section 1
SUBGRADE
ACCEPTANCE
CERTIFICATES

Product: 60-HD-1I-BLK-BLK-AVG-STD-24.00 QC'd By: VvAlvah pG{, d
Project : WCI Anson Phase 4 Cell 2, NC Date: September 6, 2023
Customer: Waste Connections Inc.
Cust PO: 6115.23-0002
We hereby certify the following test results for the above referenced product/project
Thick Thick CB Disp
Asperity Tensile Elong Tensile Elong Tear Punct Carbon Resin
ness ness Density (Views
Height at Yield at Yield at Break at Break Resistance Resist Black OIT
MAV MIN (g/cc) ° in Cat
Count Roll Area (mil) (mil) (mil) (ppi) N (ppi) (%) (lb) (lb) (/0) 1 or2) (Minute) Resin
Number (sq ft) Lot #
ASTM ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM
D 5994 1
D 5994 Side A Side B MD I TD I MD I TD I MD I TD I MD I TD MD TD D 4833 D 1505 D 4218 D 5596 D 3895
01
3101402001
11,520.00
61
59
26
29
154
156
18
17
174
158
463
437
54
55
147
0.947
2.5
10
249
23E1254
02
3101402002
11,520.00
61
58
26
30
160
163
17
15
197
160
530
430
54
57
148
0.947
2.5
10
249
23E1254
03
3101402003
11,520.00
61
59
27
31
160
163
17
15
197
160
530
430
54
57
148
0.947
2.5
10
249
23E1254
04
3101402004
11,520.00
60
58
28
29
160
163
17
15
197
160
530
430
54
57
148
0.947
2.5
10
249
23E1254
05
3101402005
11,520.00
60
59
27
29
160
163
17
15
197
160
530
430
54
57
148
0.947
2.5
10
249
23E1254
06
.1
3101402006
11,520.00
60
58
29
28
152
163
17
16
202
170
547
447
54
57
148
0.947
2.6
10
249
23E1254
07
3101402007
11,520.00
60
59
28
29
152
163
17
16
202
170
547
447
54
57
148
0.947
2.6
10
249
23E1254
08
3101402008
I11,520.00
60
57
29
31
152
163
17
16
202
170
547
447
54
57
148
0.947
2.6
10
249
23E1254
09
3101402009
11,520.00
60
59
25
29
152
163
17
16
202
170
547
447
54
57
148
0.947
2.6
10
249
23E1254
10
3101402010
60
57
26
31
152
163
17
16
202
547
447
54
57
148
1
0.947
2.6
10
249
23E1254
11
3101402011
111,520.00
11,520.00
61
57
25
30
159
158
17
17
177
I`170
1 176
423
419
52
56
146
0.947
2.5
10
249
23E1254
12
3101402012
11,520.00
61
58
28
30
159
158
17
17
177
� 176
1 423
419
52
56
146
0.947
2.5
' 10
249
23E1254
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

f
Product:
60-HD-1 1 -BLK-BLK-AVG-STD-24.00
QC'd By:
Wa k&
NAd
Project :
WCI Anson Phase 4 Cell 2, NC
Date:
September 6, 2023
Customer:
Waste Connections Inc.
Cust P0:
6115-23.0002
We hereby certify the following test results for the above referenced product/project
Thick
Thick
Asperity
Tensile
Elong
Tensile
Elong
Tear
Punct
Carbon
CB Disp
Resin
ness
ness
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
Density
Black
(Views
OIT
Roll
Area
MAV
MIN
(mil)
(ppi)
N
(ppi)
N
(lb)
(lb)
(g/cc)
,
( �0)
in Cat
(Minute)
Resin
Count
(mil)
(mil)
1 or 2)
Number
(sq ft)
Lot #
ASTM
ASTM
ASTM D 7466
ASTM D 6693
ASTM D 6693
ASTM D 6693
ASTM D 6693
ASTM D 1004
ASTM
ASTM
ASTM
ASTM
ASTM
Side A Side B
rs
MD TD
MD TD
MD TD
MD
TD
MD
TD
D 5994
D 5994
D 5994
D 5994
D 4833
D 1505
D 4218
D 5596
D 3695
13 3101402013
11,520.00
61
59 I
25
31
159
158
17
17 177
176
423
419
� 52
56
146
0.947
2.5
10
249
23E1254
14 3101402014
11,520.00
60
58
27
32
159
158
17
17
177
176
423
419
52
56
146
0.947
2.5
10
249
23E1254
15 3101402015
111,520.00
60
56
25
30
155
153
17
15
199
157
536
418
52
56
146
0.947
2.5
10
249
23E1254
16 3101402016
11,520.00
61
57
26
29
155
153
17
15
199
157
536
418 I
52
56
146
0.947
2.5
10
249
23E1254
17 3101402017
11,520.00
61
56
25
30
155
153
17
15
199
157
536
418
52
56
146
0.947
2.5
10
249
23E1254
18 3101402018
11;520.00
60
58
27
30
155
153
17
15
1 199
157
536
418
52
56
f 146
10.947 ,
2.5 I
10
249
23E1254
19
3101402019
11,520.00
60
58
26
30
155
153
17
15
199 {
157
536
418
52
56
146
0.947
2.5
10
249
23E1254
20
3101402020
11,520.00
62
59
28
30
160
166
17
16
198
161
533
412
55
58
152
0.946 1
2.5
10
249
23E1254
21
3101402021
11,520.00
60
58
29
28
160
166
17
16
198
161
533
412
55
— 58
152
0.946
2.5
10
249
23E1254
22
3101402022
11,520.00
60
57
26
30
160
166
17
16
198
161
533
412
55
58
152
0.946
2.5
10
249
23E1254
23
3101402023
11,520.00
r6l
59
L 26
28
160
166
17
16
198
161
533
412
55
58
152
0.946
2.5
10
249
23E1254
24
3101402024
11,520.00
60
54
28
29
171
167
17
15
190
146
489
289
55
58
152
0.946
2.7
10
249
23E1254
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

Product: 60-HD-11-13LK-BLK-AVG-STD-24.00 QC'd By: Vva,&ah Pa d
Project : WCI Anson Phase 4 Cell 2, NC Date: September 6, 2023
r + , Customer: Waste Connections Inc.
Cust P0: 6115.23-0002
We hereby certify the following test results for the above referenced product/project
Thick Thick CB Disp
Asperity Tensile Elong Tensile Elong Tear Punct Carbon Resin
ness ness (Views Density
Height at Yield at Yield at Break at Break Resistance Resist Black OIT
MAV MIN ° in Cat
Count Roll Area (mil) (mil) (mil) (ppi) (%) (ppi) (%) (lb) (lb) (glcc) (/°) 1 or 2) (Minute) Resin
Number (sq ft) Lot #
ASTM ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 AS ASTM ASTM ASTM ASTM
D 5994 D 5994 Side A Side B MD TD MD I TD MD I TD MD I TD MD I TD D 4833 1 D 1505 D 4218 D 5596 D 3895
25
26
3101402025
3101402026
11,520.00 60
11,520.001 61
59
55—
26
26
26
30
171
167
17
17
15
15
190
190
146
146
489
489
289
289
55
55
58
58
152
152
0.946
0.946
2.7
2.7
10
10
249
— 249
23E1254
23E1254
171 167
G
27
3101402027
11,520.00 60
56
26
30
171
167
15
190
I
146
489
289
55
58
152
0.946
2.7
10
249
23E1254
17
28
3101402028
11,520.00 60
57
27
31
171
167
17
15
190
146
489
289
55
58
152
0.946
2.7
10
249
23E1254
29
3101402029
11,520.00 61
59
29
33
162
f 167
16
15
183
i 162
451
421
55
57
150
0.947
2.4
10
249
23E1254
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

Formosa Plastics
FORMOSA PLASTICS CORPORATION, TEXAS
z01 FORMOSA DRIVE PHONE:( 888 )FPCUSA3
PO BOX 700
POINT COMFORT TX 77978
Certificate of Analysis
(CONFIDENTAL)
CUSTOMER:SKAPS INC. S/O NO : E36A751
571 INDUSTRIAL PARKWAY CUSTOMER PO : 30131230100
DATE SHIPPED: 7/14/23
COMMERCE GA 30529 LOT NO : 23E1254
PRODUCT :HL3812 WEIGHT (LB) : 182,100.00
RAILCAR TCMX200083 CUSTID:FT04342 SPIDMI
CLEANING/INSPECTION NO: 200083052123
DATE OF PROD: 5/22/23
Test Method Spec Min Spec Max Actual
Melt Index,g/10min ASTM D1238 0 .1 .068
HLMI, g/10 min. ASTM D1238 9 15 11.3
Density, g/cm3 ASTM D1505 .935 .939 .9372
L"�' Kr'z
QC SUPERVISOR

Product: 40-HD-1 1 -BLK-BLK-GRI-STD-24.00 QC'd By: VvlAivah plz t
L Al Project : WCI Anson Phase 4 Cell 2, NC Date: September 6, 2023
Customer: Waste Connections Inc.
Cust P0: 6115-23-0002
We hereby certify the following test results for the above referenced product/project
Thick Thick CB Disp
Asperity Tensile Elong Tensile Elong Tear Punct Carbon Resin
ness ness (Views Density
Height at Yield at Yield at Break at Break Resistance Resist Black OIT
MAV MIN (glcc) ° in Cat Minute
Count Roll Area (mil) (mil) (mil) (ppi) (%) (ppi) (%) (lb) (lb) (/°) 1 or 2) (Minute) Resin
Number (sq ft) ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 Lot #
AS ASTM ASTM ASTM ASTM ASTM ASTM
D 5994 D 5994 rSide A Side B MD I TD MD LTD MD TD MD I TD MD FTD1D 4833 D 1505 D 4218 D 5596 D 3895
01 3102402001 17,160.00 40 35 25 25 109 114 16 14 130 116 1475 434 37 39 113 0.947 2.4 10 249 23E1254
02 3102402002 17,160.00 38 35 25 25 107 112 17 15 141 118 530 498 37 40 107 0.949 2.5 10 249 23E1254
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: January 07,2022 571 Industrial Parkway Fax: [phone]
Rev 2 Commerce, GA 30529 E-Mail:[e-mail]

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 23027-01223
Project Name: Anson County Landfill Phase 4 Cell 2
Project Start Date: 45174
Project Location: Polkton, North Carolina
I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade
surface conditions. I do not accept any responsibility for the conditions or character of the subsurface
soil, or any effect the subsurface soil might have on the liner system.
Area to be Accepted:
Date Installed: 9/8/2023
Panels Installed: P-1 to P-10
Quantity of Installed: 70,872 1SQFT
Description of Area: FLOOR
fa a
9/8/2023 QC
Hallaton Signature Date Title
9/8/2024 CQA
Third Party Signature
Date Title
GC/Other (if applicable) Date Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 23027-01223
Project Name: Anson County Landfill Phase 4 Cell 2
Project Start Date: 45174
Project Location: Polkton, North Carolina
I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade
surface conditions. I do not accept any responsibility for the conditions or character of the subsurface
soil, or any effect the subsurface soil might have on the liner system.
Area to be Accepted:
Date Installed: 9/11/2023
Panels Installed: P-11 to P-16
Quantity of Installed: 41,352 JSQFT
Description of Area: FLOOR
fab/p 6alkfif
Hallaton Signature
Third Party Signature
9/11 /2023 QC
Date Title
9/11 /2023 CQA
Date Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 23027-01223
Project Name: Anson County Landfill Phase 4 Cell 2
Project Start Date: 45174
Project Location: Polkton, North Carolina
I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade
surface conditions. I do not accept any responsibility for the conditions or character of the subsurface
soil, or any effect the subsurface soil might have on the liner system.
GC/Other (if applicable)
Area to be Accepted:
Date Title
Date Installed: 9/12/2023
Panels Installed: P-17 to P-32
Quantity of Installed: 36,805 SQFT
Description of Area: SOUTH SLOPE
fadlo 6alkm�
Hallaton Signature
Third Party Signature
9/12/2023 QC
Date Title
9/12/2023 CQA
Date Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 23027-01223
Project Name: Anson County Landfill Phase 4 Cell 2
Project Start Date: 45174
Project Location: Polkton, North Carolina
I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade
surface conditions. I do not accept any responsibility for the conditions or character of the subsurface
soil, or any effect the subsurface soil might have on the liner system.
GC/Other (if applicable)
Area to be Accepted:
Date Title
Date Installed: 9/13/2023
Panels Installed: P-33- to P-40
Quantity of Installed: 12,216 JSQFT
Description of Area: SOUTH SLOPE
fa /0 61alkfiFj
Hallaton Signature
Third Party Signature
9/13/2023 QC
Date Title
9/13/2023 CQA
Date Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 23027-01223
Project Name: Anson County Landfill Phase 4 Cell 2
Project Start Date: 45174
Project Location: Polkton, North Carolina
I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade
surface conditions. I do not accept any responsibility for the conditions or character of the subsurface
soil, or any effect the subsurface soil might have on the liner system.
GC/Other (if applicable)
Area to be Accepted:
Date Title
Date Installed: 9/19/2023
Panels Installed: P-41 to P-53
Quantity of Installed: 87,552 SQFT
Description of Area: FLOOR
fo610 ealk��s
Hallaton Signature
9/19/2023 QC
Date Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 23027-01223
Project Name: Anson County Landfill Phase 4 Cell 2
Project Start Date: 45174
Project Location: Polkton, North Carolina
I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade
surface conditions. I do not accept any responsibility for the conditions or character of the subsurface
soil, or any effect the subsurface soil might have on the liner system.
V
Third Party Signature
GC/Other (if applicable)
Area to be Accepted:
9/19/2023 CQA
Date Title
Date Title
Date Installed: 9/20/2023
Panels Installed: P-54 to P-60
Quantity of Installed: 19,320 SQFT
Description of Area: FLOOR
fa /0 6alkm�
Hallaton Signature
9/20/2023 QC
Date Title

APPENDIX F
Section 2
GEOMEMBRANE PANEL
DEPLOYMENT LOG

OASIS (
ISULTING SERVICES
GEOMEMBRANt
PANEL DEPLOYMENT
LOG
PROJECT # : 235005
OWNER: Waste Connections
PROJECT DESCRIPTION : Anson Landfill Phase
4 Cell 2
OASIS
ENGINEER: Weaver Consulting PAGE#
PROJECT LOCATION: Polkton, NC
;; i... ':
CONSULTING
SERVICES
INSTALLER: Hallaton
LAYER: RI R SECONDARY OTHER
PANEL ROLL DATE
AMB
Length
Width
Area
Avg.
CIA
COMMENTS/PANEL LOCATION
# #
TEMP
A rox.
Approx.
A
Approx.
A rox.
pp
Thickness
mil
Mon
SPECIAL SHAPE
P 3 0 q4 23
`j(
't
23
ro 42V
61
�►�
Z 3ral 94,
21
S
Z3
to, z
4�0
K10
P'� ©2-012- q 8
S
P OZo13 � - a
$
23
(© f�G
©
- t,-�
P� 61007 9- Ff
'
(
Z3
�
� �
�
01007GV
q-�
U2,3Q
I z0
�j
F$ bZoa Q-f
a
jdZ
2
�3� 6
P9
Iz
z.3
P(o Ozoo
q6
(61
23
.
PAGE APPROX. TOTAL (SQ FT): f
REVIEWED BY:
DAILY TOTAL (SQ FT): '�
DATE: 10/
ACCUMULATED TOTAL(SQ FT):_" �, R"gl

OASIS r '�SULTING SERVICES
GEOMEMBRANr PANEL DEPLOYMENT LOG
PROJECT # :
PROJECT DESCRIPTION:
235005
Anson Landfill
-
OWNER: Waste Connections r�
Phase
4 Cell 2
OASIS
ENGINEER: Weaver Consulting PAGE# G
PROJECT LOCATION:
Polkton, NC
P,
CONSULTING
SERVICES
INSTALlE Ha ri
_f
LAYER: PRIMARY SECONDARY OTHER
PANEL
ROLL
DATE
AMB
Length
Width
Area
Avg.
CIA
COMMENTS/PANEL LOCATION
#
#
TEMP
Approx.
Approx.
Approx.
Thickness
Mon
SPECIAL SHAPE
000
old 0-&3
90
2c
(67
i?
2—f
23
4�0`
2-02p
15,
276 d
dal
16
!2!1q-
r
Qo
4-7 c�
1 23>
qa"—>
/-0j
PAGE APPROX. TOTAL (SQ FT):©3�
DAILY TOTAL (SQ FT): d 3 , 2)
ACCUMULATED TOTAL(SQ FT): , 2.6.�—
REVIEWED J
DATE: ligll53

OASIS C
`,SULTING SERVICES
GEOMEMBRANL
PANEL DEPLOYMENT
LOG
PROJECT # : 235005
OWNER: Waste Connections
PROJECT DESCRIPTION : Anson Landfill
Phase 4 Cell 2
OASIS
ENGINEER: Weaver Consulting PAGE#
PROJECT LOCATION:
Polkton, NC''
r�-
_ -'
CONSULTING
SERVICES
INSTALLE", alla#vn
LAYER: PRIMARCONDARY OTHER
PANEL ROLL
DATE
AMB
Length
Width
Area
Avg.
CIA
COMMENTS/PANEL LOCATION
# #
TEMP
Approx.
Approx.
Approx.
Thickness
Mon
SPECIAL SHAPE
P1 202 -
I--l2��3
7/
t�3
Z 39
0
F14 20
9- 1z—
C1
.b
?�-3
G©
F1
d!
ts-
I
60
calf
20
y
I,
705-
G d>
0
21 z6'Z-1Z
91
?
2
1 9 Z/
61
0
9-r2
g
y
34v�
(0l
0
2-3 'Z6
R -iz
qS
26
23
Egg-
4(0 b
01
25 �_,p22.
9•-12
' ;L025
1'-1z
7,02,
e13
l0
76)
6 ®
l'7/
FjR-oq�zs
s���
Z
� �
63
1�
2018
87
PAGE APPROX. TOTAL
(SQ FT):- 32,
-7 l+0
REVIEWED BY
DAILY TOTAL (SQ FT):
Sq,640
DATE:
ACCUMULATED TOTAL(SQ FT): tg44i
G
/ 02-

OASIS'--ISULTING SERVICES
GEOMEMBRANL PANEL DEPLOYMENT LOG
PROJECT # : 235005 OWNER: Waste Connections
PROJECT DESCRIPTION : Anson Landfill Phase 4 Cell 2 Y'=' OASIS ENGINEER: Weaver Consulting PAGE#�
' CONSULTING ES INSTALL7�R
Ha n
PROJECT LOCATION: Polkton, NC LAYER:IMARY SECONDARY OTHER
�.
DAILY TOTAL (SQ FT): -;?a ) Q
ACCUMULATED TOTAL(SQ FT): 144, 7 0Z
DATE: u

PROJECT # : 235005
PROJECT DESCRIPTION : Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
now
;0
all
"10
��wm
rmp,
E��mm
MAM
mm
mm
PAGE APPROX. TOTAL (SQ FT): /Z. 35 t
DAILY TOTAL (SQ FT):
ACCUMULATED TOTAL(SQ FT): 15
OASIS C 'SULTING SERVICES
GEOMEMBRAN,- PANEL DEPLOYMENT LOG
OWNER: Waste Connections
OAS IS ENGINEER: Weaver Consulting PAGE# -�
CONSULTING INSTALLER: Hallaton
SERVICES
LAYER: -V�-1-M­AR' SECONDARY OTHER
h Width
Area
Avg.
CIA
COMMENTS/PANEL LOCATION
Approx.
Approx.
Thickness
(mil)
Mon
SPECIAL SHAPE
2-3.
V
-4iJ
z
r
6
K&C
2-3
�
��
ktj
-7
6 ?
15VD
6l
�-,N
I 2,6
/*J
REVIEWED BY :
DATE: % � Z
a
N

PROJECT # : 235005
PROJECT DESCRIPTION : Anson Landfill Phase 4 Cell 2
PROJECT LOCATION : Polkton, NC
PANEL
q,3
44
Yzft
Pq7
P �g
d"
P 5-5
ROLL
o2-0( 9
o26z
D2zZ.
Q,e)23
6262-32-3
6202-7
62,62�,
b2Z (-7
OASIS (-'SULTING SERVICES
GEOMEMBRANL PANEL DEPLOYMENT LOG
OWNER: Waste Connections
OASIS ENGINEER: Weaver Consulting PAGE#
CONSULTING
INSTALLER: Hallaton
tie�:'•,'s SERVICES
.w LAYER; PRIMA SECONDARY OTHER
DATE AMB Length I Width Area Avg. CIA COMMENT /PANEL LOCATION
Approx. A Thickness
TEMP A pp Approx. Approx. 1 ,i% Mon SPECIAL SHAPE
F-M-23
2-3
S
mi
Z,' D
q—�
01
2.5--
2-3
-7
�
(9
8/
1,0
2-3
23
11
6Z>
Kra
-19
82-
91
2-7'
q— T
0'17
3 cT3
2
�0 z
�-
Za23
q, qr
97
3S;7,::::,
z3
,:g'q
- & i
N
��b
2-3
Fj
An)
0'
23
Zfl,67
KN
9
��
d�"
2-3
61
PAGE APPROX. TOTAL (SQ FT): C
DAILY TOTAL (SQ FT): (D [
ACCUMULATED TOTAL(SQ FT): 9-43 L�
REVIEWED BY:
DATE:

OASIS ( __'''SULTING SERVICES
GEOMEMBRAIN, PANEL DEPLOYMENT LOG
PROJECT # : 235005 OWNER: Waste Connections
PROJECT DESCRIPTION : Anson Landfill Phase 4 Cell 2 OASIS ENGINEER: Weaver Consulting PAGE#
CONSULTING INSTALLER: Hallaton
PROJECT LOCATION: Polkton, NC =]y SERVICES
LAYER: PRIMARY SECONDARY OTHER
PANEL
ROLL
DATE
AMB
Length
Width
Area
Avg.
QA
COMMENTS/PANEL LOCATION
#
#
TEMP
Approx.
A rox.
pp
A pprox.
Thickness
Thickness
Mon
SPECIAL SHAPE
P.5'2
zo
L- -2
51
�P,.>
�Zo
��
7
1�7
6 8l
boo
s
P �
Pu/ 7
q—W
-72
Z3
2/ 9,�
6eD
KK
P7
tZOI-7
q ZO
? ff
q3
2.
-2135
60
P�
6a009
c,-2C>
�b
�.
2
°��
i
;c
OZo
-2,0
2
�a
2Z)°d
��
//a
PAGE APPROX. TOTAL (SQ FT): REVIEWED BY;
DAILY TOTAL (SQ FT): 20Q DATE: Q
ACCUMULATED TOTAL(SQ FT):1

OASIS CONSULTING SERVICES
OASIS Geosynthetic Inventory Control Log
CONSULING
SERVICES Page ' of
PROJECT NAME: Anson Landfill
PROJECT NUMBER: 235005
MATERIAL TYPE: GEOME�MBRANE GCL
p
DATE OF ARRIVAL: q- 9 - �-) 3,
MATERIAL MANUFACTURER:
TRUCK TYPE: 7 I7
INSTALLER: f�A L Lr Tt> 1,1
OWNER: Waste Connections
ENGINEER: Weaver Consulting
GEOCOMPOSITE p
DATE OF INVENTORY: I
QA MONITOR: V N
CONDITION IN TRUCK: &ODD
UNLOADING METHOD:
#
BATCH OR
LOT NO.
ROLL
NUMBER
MATERIAL DIMENSIONS
QC
CERT
Y/N
CONF
SAMPLE
Y/N
REMARKS
LENGTH
Ft
I WIDTH
(Ft)
THICKNESS
OR WEIGHT
2
�_,
z
�o
Y
3
�� (
2'1
�i C)
Y
r
4
2- J-7
60
y
�:-4
s
zad
n
7
2D 1 !U
90
a
C>
y
8 z�
�-
9
10
,1z1b
., 6 t
7
-AD vv6 L
y
12
24--rn 2-
-71!�Lu
13
14
15
16
17
18
19
20
21
22
23
24
25
26
TOTAL LENGTH ft
TOTAL AREA (ft)
REVIEWED BY: DATE:

6ASIS
COid5 U NG
sRvx:B
PROJECT NAME: Anson Landfill
OASIS CONSULTING SERVICES
Geosynthetic Inventory Control Log
Page _ of
PROJECT NUMBER: 235005
MATERIAL TYPE: EOMEMBRANE GCL
DATE OF ARRIVAL: q—�
MATERIAL MANUFACTURER: SP✓
TRUCK TYPE: 46>C
INSTALLER: L-L- [�
OWNER: Waste Connections
ENGINEER: Weaver Consulting
GEOCOMPOSITE
DATE OF INVENTORY:
7 "
QA MONITOR:�i
CONDITION IN TRUCK:
UNLOADING METHOD:
;57 A E�5
BATCH OR
LOT NO.
T
ROLL
NUMBER
MATERIAL DIMENSIONS
QC
CERT
Y/N
CONF
SAMPLE
Y/N
REMARKS
LENGTH
(Ft)
WIDTH
Ft
THICKNESS
OR WEIGHT
1
1
A?C,
21
2c. j
�
3
4
2t9�
5
6
7
8
i
1c
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
TOTAL LENGTH ftCf
TOTAL AREA ft
REVIEWED BY: DATE:

BASIS
SEFV CL'S
I-ROJECT NAME: Anson Landfill
PROJECT NUMBER: 235005
OASIS CONSULTING SERVICES
Geosynthetic Inventory Control Log
Page 1 of t
MATERIAL TYPE: GEOMEMBRANE
DATE OF ARRIVAL: q— II Z
MATERIAL MANUFACTURER: 55
TRUCK TYPE: _RAT RE%
INSTALLER:((�`r��
OWNER: Waste Connections
ENGINEER: Weaver Consulting
GCL GEOCOMPOSITE
DATE OF INVENTORY: Z3
QA MONITOR:
CONDITION IN TRUCK:
UNLOADING METHOD: :5`lP
#
BATCH OR
LOT NO.
ROLL
NUMBER
MATERIAL DIMENSIONS
QC
CERT
Y/N
CONF
SAMPLE
Y/N
REMARKS
LENGTH
(Ft)
WIDTH
(Ft) I
THICKNESS
OR WEIGHT
1
6 20
44 !Fv
2--I-
Vm,j,.
y
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16
17
18
19
20
21
22
23
24
25
26
TOTAL LENGTH ft
TOTAL AREA ft
REVIEWED BY: DATE:

APPENDIX F
Section 3
GEOMEMBRANE TRIAL
SEAM LOG

PROJECT # : 235005
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2
OWNER: Waste Connections
OASIS ENGINEER: Weaver Consulting
CONSULTING CES INSTALLER: Hallaton
•' SERVI
PROJECT
LOCATION
: Polkton,
NC
DATE:
CJ— 2- PAGE#��
FUSION
WELD
EXTRUSION
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EXTRUSION MINIMUM PEEL VALUE. EXTRUSION MINIMUM SHEER VALUE:
REVIEWED Y
DATE:

PROJECT # : 235005 OWNER: Waste Connections
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2 OASIS ENGINEER: Weaver Consulting
a
CONSULTING INSTALLER: Hallaton
PROJECT• •N : Polkton,■
• • •
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EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED BY :�
DATE : f 9

PROJECT # : 235005
OWNER: Waste Connections
PROJECT DISCRIPTION :Anson
Landfill Phase 4 Cell 2
�+<<�y`
OASIS
ENGINEER: Weaver Consulting
PROJECT LOCATION:
Polkton,
NC
CONSULTING
SERVICES
INSTALLER: Hallaton
i
DATE: 4-- JJ- 23
PAGE#
FUSION WELD EXTRUSION WELD
TF/TX TIME AMB
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WELD
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FUSION MINIMUM PEEL VALUE: FUSION MINIMUM SHEER VALUE:
EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED BY:
DATE:

PROJECT # : 235005 OWNER: Waste Connections
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2 ;;;;; OASIS ENGINEER: Weaver Consulting
PROJECT
LOCATION
: Polkton,
NC
i-. CONSULTING
SERVICES INSTAL R: Hallaton
� ": ` : -` DATE: — I �. r
2 3
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FUSION MINIMUM PEEL VALUE: FUSION MINIMUM SHEER VALUE:
EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED B
DATE : 1

PROJECT # : 235005 OWNER: Waste Connections
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2 OASIS ENGINEER: Weaver Consulting rfik- . . , CONSULTING INSTALLER: Hallaton
PROJECT
LOCATION:
Polkton,
NC
*
' .
SERVICES
DATE:
PAGE#
FUSION
WELD
EXTRUSION
WELD
TF/TX
TIME
I AMB
MACH.
WELD
SPEED
WEDGE
PRE
BARREL
PEEL VALUE Ibs/inch
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FUSION MINIMUM PEEL VALUE: FUSION MINIMUM SHEER VALUE:
EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED BY:
DATE: Z-

PROJECT # : 235005 OWNER: Waste Connections
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2 OASIS ENGINEER: Weaver Consulting
CONSULTING INSTALLER: Hallaton
PROJECT•
• ••
®®®PEEL
VALUE lbs/inch SHEER VALUE lbs/inX
1010010110
MEN
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FUSION MINIMUM PEEL VALUE: FUSION MINIMUM SHEER VALUE:
EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED BY: C�2�
DATE:'

PROJECT # : 235005
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
OASIS
CONSULTING
SERVICES
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE:_ -7— / rl — 2- 3 PAGE#
TF/TX TIME AMB MACH. WELD
ID # TEMP. ID # TECH
FUSION WELD
SPEED WEDGE
SET
(EXTRUSION WELD
PRE BARREL
HEAT SET
PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA COMM
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EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED BY: <5�
DATE : 4

PROJECT # : 235005
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
L" OASIS
CONSULTING
a SERVICES
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: 9 — 2-6 " 7-3 PAGE#
TF/TX
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TIME
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EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED B
DATE : /O

PROJECT # : 235005
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
FUSION WELD EXTRUSION WELD
OASIS
CONSULTING
SERVICES
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: 9 Z./ — Z-?� PAGE#
musafflaffismPEEL
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FUSION MINIMUM PEEL VALUE: FUSION MINIMUM SHEER VALUE:
EXTRUSION MINIMUM PEEL VALUE: EXTRUSION MINIMUM SHEER VALUE:
REVIEWED BY:
DATE:

APPENDIX F
Section 4
GEOMEMBRANE FUSION
AND EXTRUSION SEAM
LOG

OASIS
CONSULTING
SERVICES
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, INC
MACHINE # �9
OASIS CONSULTING ���VICES
GEOMEMBRANE FUSION SEAM LOG
PASSING TRIAL SEAMS
NO. TIME TECH ID
--I C,
?P-2. )3(
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE d-3
DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE # ( -a7) 'ter
PAGE NUMBER:
SEAM
NUMBER
•
SEAM SECTION
START ' FINISH
POINT POINT
APPROX.
START
TIME
AMB.
AIR
TEMP
WELD
TECH
MACHINE SETTINGS
APPROX.
LENGTH
WELDED
LENGTH
FROM
PREVIOUS
DESTP,
LOCATED
DESTR.
NO.
CA
MON-
REMARKS
PASSING - NON
DESTRUCTIVE TESTING
MACH
SPEED
DIGITAL SET
INDICATOR
WEDGE
WEDGE
TEST
DATE
TECH
ID
P/F
CA
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l
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DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE DESTRUCTIVE LENGTH CARRY-OVER
DAILY TOTAL WELDED (FT)
DAILY DESTRUCTIVE LENGTH CARRY-OVER
DATA TO BE COMPLETED BY THE
DATA REVIEWER ONJLY,
J
REVIEWED B
DATE:

OASIS
CONSULTING
SERVICES
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
NO.
OASIS CONSULTING b-rWICES
GEOMEMBRANE FUSION SEAM LOG
PASSING TRIAL SEAMS
TIME TECH ID
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: 9- D `23
DFRTRI IC.TIVF RFAKA I F-Mf'T" CARAV_n%/Co
MACHINE#
r— -6
13 O g
FROM PAGE #
Z PAGE NUMBER:
9
y b&
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NUMBER
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POINT ` POINT
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TIME
AMB.
AIR
TEMP
WELD
TECH
MACHINE SETTINGS
APPROX.
LENGTH
WELDED
LENGTH
FROM
PREVIOUS
DES .
LOCATED
DESTR.
NO.
CA
MON.
REMARKS
PASSING - NON
DESTRUCTIVE TESTING
MACH
SPEED
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WEDGE
TEST
DATE
TECH
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P/F
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DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE DESTRUCTIVE LENGTH CARRY-OVER
DAILY TOTAL WELDED (FT)
DAILY DESTRUCTIVE LENGTH CARRY-OVER
" DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY,
% REVIEWED BY:
DATE:

SIS
CJA�4
ULTING
SERVICESS
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
NO.
OASIS CONSULTING v�•I<VICES
GEOMEMBRANE FUSION SEAM LOG
PASSING TRIAL SEAMS
TIME TECH ID
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: ('all —2-3
DFSTRIJr:TIVF AFAM I FK]rT€-I f APf2V_f)%M0
MACHINE #
FROM PAGE # (8—) S&E
PAGE NUMBER:
SEAM
NUMBER
Yq if/ E
SEAM SECTION
START ` FINISH
POINT " POINT
- Ks
APPROX.
START
TIME
AMB.
AIR
TEMP
WELD
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6
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DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE DESTRUCTIVE LENGTH CARRY-OVER
DAILY TOTAL WELDED (FT)
DAILY DESTRUCTIVE LENGTH CARRY-OVER
` DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.
REVIEWED BY:
B
DATE

OASIS
CONSULTING
SERVICES
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
NO.
OASIS CONSULTING b-.-,VICES
GEOMEMBRANE FUSION SEAM LOG
PASSING TRIAL SEAMS
TIME TECH ID
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: 5. 11- 2e)z3
nFATRI ICTI\/F CFOM I FN(,TI-I (ADDV-n%/CD
13,o3
V
FROM PAGE # ( ..2__.)
-7/"'
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PAGE NUMBER:
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NUMBER POINT POINT I
1 / 17, l
JI 13 0905 WEbS
APPROX.
START
TIME
13: Z
17,:
1 :
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95
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00 0
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DATE ID MON.
f-/1 r6 P
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" REFERENCE SEAM ENDPOINTS FROM
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PAGE TOTAL: Z
DATA TO BE COMPLETED BY THE
DEFECT NUMBER OR A POINT LOCATION ON A SEAM
PAGE DESTRUCTIVE LENGTH CARRY-OVER
DAILY TOTAL WELDED (FT)
®
DATA REVIEWER ONLY
L
DAILY DESTRUCTIVE
LENGTH CARRY-OVER
REVIEWED BY``T�

COAS IS
C014SULTJNG
SERVICES
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
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"- DATA TO BE COMPLETED BY THE
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(66c�
ONSULTING
SERVICES
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
MACHINE# A�
NO
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GEOMEMBRANE FUSION SEAM LOG
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TIME TECH ID
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: 20
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FROM PAGE # ( 10 ) rya
PAGE NUMBER: 13
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• DATA TO BE COMPLETED BY THE
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DATE:

OASIS
CONSULTING
SERVICES
PROJECT NUMBER: 235005
PROJECT DESCRIPTION: Anson Landfill Phase 4 Cell 2
PROJECT LOCATION: Polkton, NC
MACHINE #
NO
OASIS CONSULTING 6cI4VICES
GEOMEMBRANE FUSION SEAM LOG
PASSING TRIAL SEAMS
TIME TECH ID
7r-
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OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER: Hallaton
DATE: f , 7,0• ZoZ3
DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE # ( 13- ) _ 31 ,�,
PAGE NUMBER: '
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DATA REVIEWER ONLY.
DAILY TOTAL WELDED (FT)
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REVIEWED 9Y;
DATE:

APPENDIX F
Section 5
GEOMEMBRANE
DEFECT, REPAIR, AND
VACUUM TEST LOG

OASIS COP.- "TING SERVICES
GEOMEMBRANE EXTkub'ION SEAM AND TEST LOG
PROJECT # : 235005
OWNER: Waste Connections
PROJECT DISCRIPTION : Anson
Landfill
Phase 4 Cell
2
OASIS
ENGINEER: Weaver Consulting
PROJECT LOCATION: Polkton,
NC
..:_
M _~
CONSULTING
INSTALLER : Hallaton
DATE: -�
SERVICES
PAGE#�
CARRY OVER FROM PAGE # (�) FT
MACH ID # � '�?
EXTRUSION SEAMING
VACUUM TESTING
SEAM
SEAM SECTION
START
AMB
WELD
APPROX
LENGTH
FROM LAST
DESTRUCT
LOCATION
QA
NON DESTR.
TECH
SEAM SECTION
REMARKS
P/F
CIA
#
START FINISH
TIME
TEMP
TECH
LENGTH
DESTRUCTIVE
#
Mont.
TEST DATE
ID
START
FINISH
Mon
3
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DAILY CARRY OVER ! ��
REVIEWED BY.
DATE: .�]

OASIS COI�' ',TING SERVICES
GEOMEMBRANE EXTkuSiON SEAM AND TEST LOG
PROJECT # : 235005
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell 2 OASIS
PROJECT LOCATION : Polkton, NC CONSULTING
SERVICES
MACH ID #
OWNER: Waste Connections
ENGINEER: Weaver Consulting
INSTALLER : Hallaton
DATE:' I. 14.7,0z,3 PAGE# 'A -
CARRY OVER FROM PAGE # ( 1 ) 132 FT
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#
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SEAM SECTION
START FINISH
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LENGTH DESTRUCT
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FROM LAST LOCATION
DESTRUCTIVE # Mont.
141 / 1 bx- ( Q
NON DESTR.
TEST DATE
1.14
VACUUM TESTING
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ID START FINISH
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REMARKS
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5
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REVIEWED BY:
DATIE Q Z7

OASIS COS- )TING SERVICES
GEOMEMBRANE EXTRuSION SEAM AND TEST LOG
PROJECT # :
235005
OWNER: Waste Connections
PROJECT DISCRIPTION : Anson Landfill Phase 4 Cell
2
OASIS
ENGINEER: Weaver Consulting
PROJECT LOCATION :
Polkton,
NC
r�l ,V
_ CONSULTING
SERVICES
INSTALLER : Hallaton
DATE: 2. Z0-
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DATE

APPENDIX F
Section 6
FUSION AND EXTRUSION
DESTRUCTIVE SAMPLE
TEST RESULTS

iC
TING, RESEARCH, CONSULTING AND FIELD SERVICES
Aii USTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF S4/882 mod.)
TRI Log#: 79169
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-1 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
128
130
145
130
137
134
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
117
120
149
121
123
126
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
182
188
201
182
186
188
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-2 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
130
124
141
129
121
129
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
121
119
137
129
132
128
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
181
175
199
185
186
185
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
TYr!• tneUng herein is based upon accvjHed industry practice as well as the test method listed. Test results r7�pporlyd herein do nal Applyy to samples vlhw than those tested. TRI neither accepts responsibility
for r1°r ges claim as to the final um and purpose of the material. TRI observes and maintains client confldvrltlellty. TRI limits nepraduclion of Ihle report, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN. TX 78733 — USA I PH: SOO.BBO.TEST OR 51 2.263.21 O 1
Page: 2 of 6

Z44TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log*: 79169
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-3 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
129
125
139
126
138
131
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
117
114
129
117
116
119
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
180
180
197
183
183
185
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-4 i Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
150
144
153
144
138
146
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
126
117
132
120
138
127
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
183
183
202
186
189
189
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The leelh�p herein is based upon accupted induslry practice as well as the test method Wed- Test resullc roponed herein do ml aZ to samplae olhal than those tested. TRI neifhor uccepla responsibility
for P r*lPkes claim as to the final uac and purpose of the material. TRI observes and mnlntelns client cm+fldentiallty. TRI limiln rop uclion of thla report. except in full, without pnor appr°Yal of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES Ro. — AUSTIN, TX 78733 — USA I PH: BOO.BBO.TEST OR s 1 2.263.21 O 1
Page: 3 of 6

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, 60 - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79169
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-5 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
123
127
144
131
145
134
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
117
123
129
120
117
121
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
179
176
198
180
182
183
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-6 I Weld: Heat Fusion
Side: A
Peel Strength (ppi)
Peel Incursion (%)
Peel Locus Of Failure Code
Peel NSF Failure Code
Side: B
Peel Strength (ppi)
Peel Incursion (%)
Peel Locus Of Failure Code
Peel NSF Failure Code
Shear
Shear Strength (ppi)
Shear Elongation @ Break (%)
131
128
137
126
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
141
121
133
118
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
184
183
201
183
>50
>50
>50
>50
Peel A
128
130
<5
SE
FTB
Peel B
119
126
<5
SE
FTB
Shear
187
188
>50
The iveklnp herein is based upon ao pt°d industry practice as well as the test method listed. Test results ttporlod herein do M1 AGdv to sample¢ alhor than those tested. TRI neiOw aac*pta responsibility
for nor makes claim as to the final une end purpose of the material. TRI observes and maintains client o°nlid°nliality. TRI limit& m r uclion of tllic report, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 SEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: SOO.SSO.TEST OR S 1 2.263.21 O 1
Page: 4 of 6

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA I ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79169
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-7 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
150
133
143
133
142
140
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
134
130
142
117
143
133
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
181
181
197
184
183
185
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-8 i Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
120
130
146
135
133
133
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
115
113
131
120
134
123
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
179
177
199
183
183
184
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The tooting herein is based upon accoptod industry practice at woll as the test method listed. Test resullo eoportod herein do not apply to samplas othm than [hose tested. TRI nelthaf acmIplo responsibility
for nm Makes claim as to the final uce and purpose of the mutenal. TRI observes and maintains client eonlldrmlailty. TRI limilc reproduction of %hie report, except in full, without prim appmvai of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: BOO.BBO.TEST OR S12.263.2101
Page: 5 of 6

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, SC - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79169
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-9 II Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
153
151
167
149
154
155
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
130
132
141
131
125
132
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
180
181
201
185
186
187
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-10 i Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
125
124
140
128
132
130
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
115
115
127
122
119
120
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
176
176
193
180
179
181
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon aacepted industry practice as well as the test method listed. Test results rvporled herein do riot apply to sample° albor than those tested. TRI neither accepts responsibility
for nor makes claim as to the final uae and purpose of the material. TRI observes and maintains client conli tlakty. TRI limits reproduction of thla report, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 SEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: BOO.BBO.TEST OR S 1 2.263.21 0 1
Page: 6 of 6

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79188
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-11 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
120
125
119
119
123
121
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
115
123
132
120
125
123
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
174
178
175
177
176
176
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-12 1 Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
127
124
130
117
130
126
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
122
117
116
117
118
118
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
179
176
174
176
176
176
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Thq 1ettr�p herein is based upon accepted industry practice as well as the test method listed. Test results roroppoorlod herein do not apply to samplpe Who than those tested. TRI neither nacwa responsibility
!or ner wles claim as to the final use and purpose of the material. TRI observes and maintains client conlltlonti0ty. TRI limits reproduction of thlu report, except in full, without pddr oppronal of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RO. — AUSTIN, TX 7B733 — USA I PH: BOO.BBO.TEST OR S 1 2.253.21 01
Page: 2 of 4

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
ALJSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, 60 - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF S4/882 mod.)
TRI Log#: 79188
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-13 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
147
155
144
141
156
149
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
145
152
139
155
145
147
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
171
166
166
173
172
170
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-14 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
124
123
123
127
122
124
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
114
115
117
135
133
123
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
174
172
170
172
174
172
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Tlx• C--Ii,-i herein is based upon accepW industry practice as well as the test method listed. Test results mppoonod herein do nol apply to samples other than those tested. TRI neither accapla responsibility
lui nor u:.r•es claim as to the Final uo°nd apurpose of the material. TRI observes and maintains client conflden110dity. TRI limits reproduction of Info report, except in full, without paw approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. - AuSTIN. TX 7B733 -USA I PH: BOO.BBO.TEST oR 512.2r.3.21131
Page: 3 of 4

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log*: 79188
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-15 i Weld: Heat Fusion
Side: A
Peel Strength (ppi)
Peel Incursion (%)
Peel Locus Of Failure Code
Peel NSF Failure Code
Side: B
Peel Strength (ppi)
Peel Incursion (%)
Peel Locus Of Failure Code
Peel NSF Failure Code
Shear
Shear Strength (ppi)
Shear Elongation @ Break (%)
Peel A
152
136
139
143
155
145
<5
<5
<5
<5
<5
SE
SE
SE
SE
SE
FTB
FTB
FTB
FTB
FTB
Peel B
137
142
124
139
140
136
<5
<5
<5
<5
<5
SE
SE
SE
SE
SE
FTB
FTB
FTB
FTB
FTB
Shear
167
173
165
164
167
167
>50
>50
>50
>50
>50
The!°nlirrg herein is based upon accepted industry practice as well as the test method listed. Test results to otlod herein do not apply to sampl°n oliwr than those tested. TRI neittw µm" responsibility
log n.or makes claim as to the final use and purpose of the material. TRI observes and maintains client confl onflahty. TRI limits rop oduclion of lhlr, report, except in full, without pdolaPPF&W of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: BOO.BBO.TEST DR S 1 2.263.21 01
Page: 4 of 4

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST- AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79260
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-16 1 Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
135
133
129
129
135
132
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
117
118
116
117
117
117
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
167
176
183
188
191
181
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-17 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
128
134
133
137
132
133
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
121
120
138
118
122
124
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
185
183
179
184
188
184
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
TIw 1oaUng herein is based upon amopted industry practice as well as the test method listed. Test resutta Ieportod herein do not apply to samples Etlwf than those tested. TRI neither al:aapla responsibility
tar nw B as claim as to the final usa and purpose of the material. TRI observes and maintains client L WvllRmhty. TRI limits reproduction of"topart, except in full, without pdor aypr°val of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: SOO.BBO.TEST OR 51 2.263.2101
Page: 2 of 8

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SuZHDu - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79260
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-18 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
131
143
129
129
133
133
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
124
121
127
135
123
126
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
182
182
182
187
189
184
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-19 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
124
130
137
122
130
129
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
137
146
137
127
132
136
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
182
181
179
166
165
175
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The Ipcting herein is based upon accepted industry practice as well as the test method listed. Test resulfc wporled herein do not apply to sampl°a other than those tested. TRI neigMr acCapla responsibility
For nor makes claim as to the final uae and purpose of the material. TRI observes and maintains client coulidanhalify. TRI limits reproduction of thlc report, except in full, without prior oppn3wt of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: Bo O.BBO.TEST DR S 1 2.263.21 O 1
Page: 3 of 8

z4iTESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79260
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-20 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
113
117
114
120
113
115
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
130
124
126
125
131
127
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
175
178
174
176
180
177
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-21 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
133
140
134
137
139
137
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
125
125
124
127
125
125
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
187
185
186
190
194
188
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Tfw Isatirlg herein is based upon accoplod industry practice as well as the test method listed. Test results reparied herein do not apply to sample other than those tested. TRI neither asccpin responsibility
Inr nor makes claim as to the final use anu purpose of the material. TRI observes and maintains client ccni nllaliTy. TRI limits rap, rcrion of INC lepert, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: BOD.BBO.TEST OR S 1 2.263.21 O 1
Page: 4 of 8

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79260
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-22 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
151
143
143
139
133
142
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
119
147
139
126
140
134
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
177
176
178
183
180
179
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-23 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
125
133
126
131
126
128
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
132
140
133
140
134
136
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
178
184
181
187
190
184
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
I/
- rvo toss np herein is based upon accepted industry practice as well as the test method kctad. Test resullc roporiod herein do not apply to samples o1lwr than those tested. TRI neither ameplc responsibility
li r �•::i �,+.J..ea claim as to the final use and purpose of the material. TRI observes and maintains client oonlitlentiali ty. TRI limits reproduction of thls report, except in full, without prlor approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: BOO.660.TEST OR 51 2.263.2101
Page: 5 of 8

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, Sr.- USA GOLD COAST- AUSTRALIA SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 79260
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-24 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
125
117
125
121
124
1.22
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
156
123
151
125
142
139
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
177
174
173
180
179
177
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-25 I Weld: Heat Fusion
Side: A
Peel Strength (ppi)
Peel Incursion (%)
Peel Locus Of Failure Code
Peel NSF Failure Code
Side: B
Peel Strength (ppi)
Peel Incursion (%)
Peel Locus Of Failure Code
Peel NSF Failure Code
Shear
Shear Strength (ppi)
Shear Elongation @ Break (%)
129
130
131
130
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
148
149
157
160
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
181
160
184
181
>50
>50
>50
>50
Peel A
133
131
<5
SE
FTB
Peel B
157
154
<5
SE
FTB
Shear
190
179
>50
The le�Sing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do nol apply to samples ollmr than those tested. TRI neither accepts responsibility
tar r+or rtwkas claim as to the final use and purpose of the material. TRI observes and maintains client c°nlidrmtial,ty. TRI limflc rpproduelion of Ihir report, except in full, without prior approval of TRI,
TRI ENVIRONMENTAL, INC.
90153 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: f300.Bf3C.TEST OR S 1 2.253.21 O1
Page: 6 of 8

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
Z"
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log*: 79260
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-26 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
139
152
141
162
143
147
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
149
135
129
150
152
143
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
177
178
177
182
184
180
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-27 i Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
135
146
142
136
153
142
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Side: B
Peel B
Peel Strength (ppi)
151
156
159
158
138
152
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
191
190
190
193
195
192
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon avcapted industry practice as well as the test method listed. Test results leporSod herein do n°! ap to samples othar than those tested. TRI neilhpr ucepts responsibility
for nor makes claim as to the final use °l1C purpose of the material. TRI observes and maintains client cool llellty. TRI limits uction of thin eoport, except in full, without prim ailpwvgl of TRI.
TRI ENVIRONMENTAL, INC.
9053 BEE CAVES Ro. — AUSTIN, TX 78733 — USA I PH: SOO.BBO.TEST DR 51 2.263.21 01
Page: 7 of 8

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Au STIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST- AUSTRALIA SUZHDU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Oasis Consultant Services
Project: Anson Landfill Phase 4 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log*: 79260
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DX-1 I Weld: Single Extrusion
Side: Peel
Peel
Peel Strength (ppi)
112
115
105
116
107
111
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
167
170
165
166
167
167
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DX-2 I Weld: Single Extrusion
Side: Peel
Peel
Peel Strength (ppi)
134
144
122
155
123
136
Peel Incursion (%)
<5
<5
<5
<5
<5
Peel Locus Of Failure Code
SE
SE
SE
SE
SE
Peel NSF Failure Code
FTB
FTB
FTB
FTB
FTB
Shear
Shear
Shear Strength (ppi)
168
165
165
164
164
165
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accvlpt°d industry practice as well as the test method listed. Test results reported herein do ml pppiy to samples 01bir, than those tested. TRI neither accepts responsibility
for nor makes claim as to the final uma and purpose of the material. TRI observes and maintains client confidentiality. TRI limits ioproduction of this rop°d, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — Au STIN, TX 78733 — USA I PH: BOO.68O.TEST DR S 1 2.263.21 O 1
Page: 8 of 8

APPENDIX G
DAILY FIELD AND
DENSITY TESTING
REPORTS

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/12/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived at Anson Landfill as scheduled for Pre -Construction meeting and to observe daily construction
activities.
All stakeholders were present and participated in the Pre -Construction meeting at the landfill site office. Waste Connections, Oasis,
and Anson Contractors personnel were represented at the meeting, after which a tour of the cell 2 area was taken.
Anson Contractors were already working on the new access road, placing structural fill with 2 trucks, 1 excavator, 1 sheep's foot
compactor and 2 dozers.
Oasis representative observed above mentioned activities.
Site Photo's
Fill placement on access road outside cell limits
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/13/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite to observe Cell construction activities.
The contractor continued fill placement on the access road and on the eastern edge of cell 2 using material excavated from the west
borrow area. Equipment used included 1 pan, 1 excavator, 1 sheep's foot compactor, 2 dozers and 2 off -road trucks.
CQA personnel observed all activities and checked for efficacy of compacted soil with a probe rod and the results were satisfactory.
Site Photo's
Stripping and excavating grass and unsuitable materials from
cell edge
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/14/2023
Activity Type: Earthwork
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Comments:
The undersigned arrived onsite to monitor Cell construction activities
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Anson Contractors resumed fill placement on the western edge of the cell using soil from the west side borrow. Compaction of placed
material was achieved with a CAT 815 compactor. The contractor, under the direction of CQA personnel , also dug test hopes on the
eastern half of the cell to determine the stability of the wet area. The wet unsuitable material identified by Oasis CQA personnel will be
removed at a later date.
Oasis representative monitored and documented above mentioned activities.
Site Photo's
4!01=100r,
r
Checking the wet areas of the cell for stability using test holes.
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/15/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
The undersigned arrived at Anson County Landfill to monitor Cell construction activities.
The contractor continued to place fill in the middle and west sections using material excavated from the west borrow. Equipment used
included 4 trucks, 2 dozers, 2 excavators, 1 compactor and 1 water truck.
Additionally, Anson Contractors undercut the wet unsuitable area as identified by representative yesterday.
Oasis personnel monitored all activities, checking compacted fill with the probe rod with satisfactory results.
Weather was sunny, 64-86 degrees
Site Photo's
Undercutting the identified unstable wet area on the east side of
cell 2
Structural fill placement in the middle of cell 2
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Activity Date: 06/16/2023 Technician: Kingsley Nwaogwugwu
Activity Type: Earthwork
Comments:
The undersigned arrived onsite to monitor cell construction activities.
Anson Contractors placed fill on the eastern side of the cell using 3 trucks 2 dozers,1 water truck, 2 excavators and 1 sheep's foot
compactor. They also performed additional undercutting of unsuitable material adjacent to the east tie in, depositing the excavated soil
outside the cell on the north side.
Oasis representative monitored all construction activities and checked the efficacy of placed fill and the results were satisfactory.
Weather: Sunny with 67-85 degrees temps.
Site Photo's
Watering in place fill prior to the next lift placement
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/19/2023
Activity Type: Earthwork
Comments:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
On this day the undersigned arrived at Anson Landfill to observe Cell construction activities.
The contractor resumed fill placement on the eastern section while the also continued to undercut the wet unsuitable material from the
east area near the tie in. The excavated unsuitable material was relocated outside the cell on the north side on the outside slope.
Equipment used included 3 trucks, 2 excavators, 2 dozers, 1 water truck and 1 compactor.
Oasis personnel monitored above mentioned activities, checking in place fill for firmness with satisfactory results.
Weather: 65-84 degrees, Rainy Afternoon
Site Photo's
Conditioning
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/20/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments: On this day the undersigned arrived onsite to observe daily construction activities.
Due to an overnight rain event and yesterday's storms, the site was too wet for activities, so the contractor went home.
Weather: Cluody/rain 1.25" overnight
Site Photo's
No activities
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/21 /2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite to monitor Cell construction activities.
Due to another 1.0" rain overnight, the site was too wet for construction, so the contractors worked on their equipment and went home
Weather: Cloudy, 68-77degrees.
Site Photo's
Maintenance activities, No construction.
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/22/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite to monitor construction activities.
The contractor tried fill placement after blading the haul road but had to quit after 30 loads due to wet conditions. So far this week over
3" of rain has fallen.
Oasis personnel monitored all activities.
Weather: Rainy, temps 65-70 degrees.
Site Photo's
The Wet area of Cell 2
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/23/2023
Activity Type: Earthwork
Comments:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The contractor did not perform cell construction activities today due to wet conditions resulting from continued rain through the week.
Anson Contractors however, setup pump on the eastern end of cell 2 and began dewatering the low spot of the cell.
Weather: Cloudy, 66-75 degrees.
Site Photo's
Pond #9 Full Storm Water
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/26/2023
Activity Type: Earthwork
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day undersigned arrived onsite as scheduled to monitor daily activities
The contractor resumed work on the eastern section by undercutting the wet area as a result of last week's 4-day rain events. They
excavated good drier material from the west borrow source and backfilled the undercut area.
Anson Contractors also placed an 18" HDPE pipe under the access road outside the cell on the north end as storm water control
structure while placing fill on the perimeter slopes outside the cell on the north end.
Oasis personnel monitored all construction activities.
Site Photo's
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/27/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
Oasis representative arrived at Anson Landfill to monitor all construction activities.
Anson Contractors resumed mucking out the wet area near the east tie in while backfilling same area with dry soil from the west
borrow source. They also began receiving protective cover soil from Vulcan and stockpiled same outside the cell on the north side.
Oasis personnel in the company of client representative Tyler , went in search of possible clay liner borrow locations and were able to
find two possible places.
Oasis representatives monitored all construction activities.
Site Photo's
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/28/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite as scheduled to monitor daily construction activities.
The contractor resumed structural fill placement on the eastern section of cell 2 using material excavated from the west borrow source
They also began excavating and exposing the liner edge along the east tie in using a flat bucket excavator.
A third party contractor, Blue Max, continued to haul and stockpile protective cover material from offsite supply.
CQA personnel monitored above mentioned activities.
Site Photo's
Watering the subgrade during placement.
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/29/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
Oasis representative arrived onsite as scheduled to observe cell construction activities
The contractor continued placing structural fill on the eastern side of the cell using material from the west borrow source.
They also resumed exposing liner edge along the eastern edge next to the existing cell with a flat bucket mini excavator.
Additionally, Blue Max Hauling continued delivery and stockpiling of protective cover.
CQA personnel monitored above mentioned activities and performed density testing of processed fill identified as numbers 7 through
14, all of which were in compliance with project specifications.
Site Photo's
Smooch Drum Compacting Structural Fill
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/30/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite as scheduled to monitor daily cell construction activities
Anson Contractors resumed placement of structural fill on the eastern section of cell 2 using soil from the west borrow area. They also,
with the direction of Oasis personnel, went to search for additional borrow source for clay liner, while they continued to receive and
stockpile protective cover sand from Vulcan.
CQA Representative monitored all construction activities, and performed moisture/density tests numbers 15 through 20 and the results
were satisfactory. Additionally, Oasis personnel obtained two bulk samples of clay liner from the northwest borrow for laboratory testing.
Site Photo's
Searching for Clay Liner Borrow Source
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 06/28/2023
Activity Type: Earthwork
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite as scheduled to monitor daily construction activities
The contractor resumed structural fill placement on the eastern section of cell 2 using material excavated from the west borrow source
They also began excavating and exposing the liner edge along the east tie in using a flat bucket excavator.
A third party contractor, Blue Max, continued to haul and stockpile protective cover material from offsite supply.
CQA personnel monitored above mentioned activities and performed density testing of compacted fill material numbers 1 through 6
and the results were satisfactory.
Site Photo's
Watering the subgrade during placement.
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/03/2023
Activity Type: Earthwork
Comments:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The contractor continued placing structural fill on the Easter section of the cell with excavated soil from the west borrow. Compaction
was achieved with the CAT 815 sheep's foot. Blue Max Haulers continued to deliver protective cover material from Vulcan.
Personnel monitored above mentioned activities.
Site Photo's
Structural fill placement on the eastern section of cell 2
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/05/2023
Activity Type: Earthwork
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Comments:
On this day the undersigned arrived onsite to monitor daily construction activities
The contractor resumed placing structural fill on the eastern side of cell 2 using soil from the west borrow source. They also continued
excavating and exposing existing liner edge along the east tie in of the cell.
Blue Max Hauling also continued delivering and stockpiling protective cover sand outside the cell.
CQA monitored all construction activities and performed density testing #28 through 37, and the results were satisfactory
Site Photo's
}
x
Excavating the Liner Edge at the East Tie In
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/06/2023
Weather: Sunny, 72-94 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to observe daily construction activities
The contractor resumed structural fill placement on the east side of cell 2. Material used was excavated from the west borrow source,
spread out with two dozers and compacted with CAT 815 sheep's foot compactor. The water truck was used to add the necessary
moisture as needed.
Anson Contractors also resumed exposing liner edge along the east tie in with a flat bucket mini excavator.
Blue Max Haulers continued to deliver and stockpile protective cover soil from Vulcan
Oasis CQA personnel monitored all construction activities and performed density testing identified as 38 through 47, all of which were
in compliance with the project specification.
Contractor: Anson Contractors
Activity Type: Earthwork
Site Photo's
CQA Personnel: Kingsley N.
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/07/2023
Weather: Sunny, 73-93 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to observe daily construction activities.
Anson Contractors resumed fill placement on the eastern end of cell 2 using soil material excavated from the west borrow pit. In place
fill was spread out with 2 dozers while compacting with an 815 sheep's foot compactor.
Blue Max Haulers continued to deliver and stockpile protective cover soil outside the cell on the north side.
Oasis CQA representative monitored all construction activities and tested processed fill by drive cylinder method. The tests performed
are identified as #48 through #56 and the results were satisfactory.
Additionally, CQA personnel collected and shipped protective cover samples PC1, PC2, PC3, and PC4; as well as structural fill
sample SF3.
Contractor: Anson Contractors
Activity Type: Earthwork
Site Photo's
CQA Personnel: Kingsley Nwaogwugwu
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/10/2023
Weather: Mostly Cloudy, 70-85 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, Oasis personnel arrived at Anson Landfill to observe cell construction activities.
Anson Contractors continued to place structural fill on the eastern section of the cell with soil excavated from the west borrow source.
They placed material with two dozers while compacting was achieved with two compactors. They also began removal of the existing
access road and used they material as fill in the cell.
Blue Max Haulers continued to deliver protective cover soil.
Oasis personnel monitored all activities and tested processed fill identified as #57 through 67 and the results were in compliance
with project requirements.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Compacting in place fill soil.
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/11 /2023
Weather: Sunny, 73-91
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Activities:
Oasis arrived onsite as scheduled to monitor construction activities.
Technician: Kingsley Nwaogwugwu
Anson Contractors resumed placement of structural fill on the east side of cell 2. Material used was excavated from the
abandoned/cut road adjacent to the current cell. Additionally, ACI used the hammer to break the rock identified and located on the
southwest area of the cell. They also removed the rocky material from the cell.
Blue Max Haulers continued to stockpile protective cover outside the cell on the north side.
CQA Representative monitored above mentioned activities and tested in place fill numbers 68 through 78, results of which were in
compliance with project requirements.
Contractor: Anson Contractors
Activity Type: Earthwork
Site Photo's
Breaking the rock inside the cell.
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/12/2023
Weather: Sunny, 74-95 degrees
Activities:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The contractor placed structural fill on the eastern side of cell 2 with soil excavated from the west borrow pit. They also placed
structural fill on the truck pad outside the cell. Blue Max Haulers resumed stockpiling of protective cover outside cell 2
CQA personnel observed all construction activities and tested all processed fill #79 thru 89 and the results were satisfactory.
Contractor: ACI
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
Placing structural fill on the east end of the cell
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/13/2023
Weather: Sunny, 74-95 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to observe cell construction activities
The contractor continued placing structural fill on the east and central sections of cell 2 with material excavated from the west borrow
source. They also used 1 excavator and 1 dozer to clear the newly designated borrow area on the northwest side outside cell 2.
Anson Contractors also began delivering gravel for the leachate collection system and stockpiled it on the west side outside the cell,
using a third party contractor.
Lawrence Surveyors shot top of subgrade on the northern and middle sections of cell 2 for certification purposes and staked the test
pad location on the northeastern side of the cell.
Oasis personnel observed above mentioned activities and performed density testing of compacted soil identified as #90 through
#101, all of which were in compliance with project requirements.
Contractor: ACI
Activity Type: Earthwork
VA
CQA Personnel: KN
Site Photo's
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/14/2023
Weather: Mostly sunny, 75-91 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, Oasis Representative arrived onsite to monitor cell construction activities.
The contractor installed the 48 inch storm water CMP pipe across the access road on the north side outside cell 2. They also began
clay liner installation on the test pad as required by the project specs. The soil was excavated from the west borrow, placed using 1
dozer and watering was done with the water truck. No processing of the liner was done, as they plan to start processing on Monday.
Anson contractors continued to place structural fill on the middle and west sides of cell 2 and contacted in place fill using the CAT 815
compactor.
Oasis personnel monitored above mentioned activities and performed tests #102 through #111 and the results were satisfactory.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Clay Liner placement on the the test pad.
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/18/2023
Weather: Sunny, 77-98 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Oasis personnel arrived onsite as scheduled to monitor daily construction activities.
The contractor resumed clay placement on the test pad, competing lifts 2 and 3 of the test pad. Material was plowed, watered, and
compacted for both lifts and this concluded clay placement on the pad. They also placed structural fill outside the cell on the access
road. Anson Contractors receive 3 loads of GCL from CETCO and unloaded same using straps. Then ACI continued to place lift 1 on
the remainder of cell 2.
Blue Max Haulers continued to stockpile protective cover soil outside the cell on the north side.
CQA Representative monitored above mentioned at and collected 2 Shelby tubes from the test pad.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/19/2023
Weather: Sunny, 75-98 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to observe cell construction activities.
The contractor had run out of clay soil from the west borrow area. So they began around 9 a.m to clear and strip an area adjacent and
to the northwest area for use as new borrow. They stripped and removed trees and vegetation from the area. No additional clay liner
was placed inside Cell 2. ACI also has received and unloaded 1 truck of 17 roll GCL.
Blue Max Haulers continued to stockpile protective cover soil outside the cell from Vulcan.
Oasis representative monitored all construction activities and collected and shipped samples SF4, 5 as well as CL5, 6 to the Oasisi
lab along with Shelby tubes ST1,2,3.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: Kn
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/20/2023
Weather: Sunny, 71-93 degrees
Activities:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The contractor resumed placement of clay liner as lift 1 on the north sections A and B, east side section C lift 1, and west side section
D lift1. Clay material used was excavated from the west borrow, undercutting areas that had previously been excavated.
Blue Max Haulers continued to deliver protective cover material.
CQA personnel monitored all activities and performed density testing of processed clay identified as #130 through 142, results of
which were satisfactory. Additionally, two Shelby tubes CC1 and CC2 were obtained for laboratory testing.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/21 /2023
Weather: Sunny, 75-94 degrees.
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, the undersigned arrived onsite to monitor clay placement activities. The contractor placed lift 2 of clay on the north side in
section A, and began lift 1 on the south side, which will be finished on Monday. They also resumed structural fill placement on the
west end. All materials were excavated from the west borrow area
Blue Max Haulers continued stockpiling of protective cover from Vulcan quarry.
Oasis representative monitored all construction activities and performed density testing of structural fill #143 thru 150, and clay
placement #151 to 152. All the test results were satisfactory.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: Kn
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/24/2023
Weather: Partly Cloudy, 73-90
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor clay placement activities.
Anson Contractors continued to place and process clay liner as lift 2 on the eastern side, section C. They also installed clay as lift 2
on the west, section DB east. Material used was excavated from the west borrow source.
ACI also received and unloaded one truckload of GCL.
Blue Max Haulers resumed delivery and stockpiling of protective cover from Vulcan.
Oasis Consulting Services CQA personnel monitored all construction activities and performed density testing numbers 153 through
159 with satisfactory results. Additionally, CQA personnel obtained Shelby tubes CC3 through CC5 for laboratory testing.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Placing clay in section DB of cell 2.
CQA Personnel: KN
Page 1 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/25/2023
Weather: Sunny, 75-91 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
The undersigned arrived onsite as scheduled to monitor daily construction activities.
The contractor completed lift 2 of clay liner in section DB, placed and processed lift 3 on the east in section A. They used material
used was excavated from the west borrow source. They also cleared additional area for possible clay borrow source.
Blue Max Haulers delivered additional protective cover material from Vulcan.
Oasis Consulting Services CQA Representative monitored all construction activities, collected and shipped LCS gravel sample for
laboratory testing. In addition, personnel shipped 3 Shelby samples CC3, CC4, and CC5 to the laboratory for testing.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/26/2023
Weather: Sunny, 72-96 degrees.
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Oasis personnel arrived at Anson Landfill to monitor cell construction activities.
The contractor placed additional soil on the east end section C as lift 3. They plowed and watered it, then compacted it with both
sheep's foot as well as smooth drum compactors. Soil material was excavated from the west borrow source. ACI also cleared
additional area near the current borrow source for clay excavation. Then they placed and processed clay on the west in section DB
west.
Blue Max Haulers continued to deliver and stockpile protective cover soil.
CQA Representative monitored all construction activities and performed density testing identified as #165 through #170, and obtained
Shelby tube CC6 for laboratory testing.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Compacting in place clay with a sheep's foot compactor.
CQA Personnel: KN
Page 3 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/27/2023
Weather: Sunny, 74-97 degrees
Activities:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The undersigned arrived onsite to observe clay placement activities.
Anson Contractors resumed placement and processing of clay as lift 3 on the west side in section DB west using material from the
west borrow. Then they placed clay as lift 1 on the south side in section E. They also placed and processed lift 1 in section F on the
west side. Finally, ACI started placing clay as lift 1 on the west end in section G but did not finish it.
Blue Max Haulers continued to haul and stockpile protective cover from Vulcan.
Oasis CQA representative monitored above mentioned activities, testing in place processed material identified as # 171 through #
181, results of which were satisfactory per project specifications. CQA personnel also obtained Shelby tube CC7, CC8 and CC9 for
laboratory testing.
Contractor: Anson Contractors
Activity Type: Earthwork
Site Photo's
Delivery and Stockpiling protective cover from Vulcan.
CQA Personnel: KN
Page 4 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/28/2023
Weather: Sunny, 75-96 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to monitor clay placement activities.
The contractor resumed clay installation as lift 2 on the east side in section E, after which they placed and processed lift 2 in the
middle, section F. Blue Max Haulers continued to stockpile protective cover from Vulcan.
Oasis personnel observed all construction activities and performed density testing numbers 182 through 190, all of which were in
compliance with project requirements. Additionally, samples CC6 through CC9 were shipped to the lab
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Remorow *"W"l
ram. 3
CQA Personnel: KN
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 07/31 /2023
Weather: Sunny, 73-96
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
The contractor placed clay on the west as lift 2 and east as lift 3 in section E. They also began liner edge excavation along the south
tie in using a flat edge bucket.
Blue Max also resumed stockpiling of protective cover.
Oasis representative monitored all construction activities and obtained 1 Shelby tube CC10 for laboratory testing. Additionally, CQA
performed test numbers 191 through 197 and they all passed.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
i
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/01 /2023
Weather: Partly sunny
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, the undersigned arrived at Anson Landfill as scheduled to monitor clay placement activities.
ACI placed and processed clay as lift 3 in the middle section as well as in the east section G using clay material that was excavated
from the west borrow source. Clay soil was placed in two halves, plowed with the chisel plow, watered and then compacted first with
the sheep's foot before the smooth drum compactors. They also continued to excavate and expose liner edge along the south tie in
with the existing cell.
Blue Max Haulers continued to deliver protective cover from Vulcan quarry.
CQA Representative monitored all activities and performed moisture/density testing of processed clay using the drive cylinder method
as identified by #198 through #204, all with satisfactory results. In addition, Shelby tube # CC11 was obtained for laboratory testing.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Exposing the liner along the south tie in with existing cell.
CQA Personnel: KN
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/02/2023
Weather: Sunny, 70-88 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Oasis personnel arrived at Anson Landfill to observe daily construction activities.
The contractor re -rolled the two sections where they installed clay yesterday using the smooth drums. They also continued to cut fill
from areas designated for cut next to the existing cell 1 and moved the cut material outside the cell. This cut material was placed
outside cell 2, using same as fill on the truck pad. Anson Contractors also attempted to excavate and expose more liner edge along
the eastern tie in but the activity was suspended due to wetness.
Blue Max continued to deliver protective cover.
Oasis representative observed above mentioned activities and shipped Shelby tubes CC10 and CC 11 that were collected yesterday
for lab testing.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/03/2023
Weather: Cloudy, 71-80
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor construction activities.
The contractor continued to roll previously processed clay in all sections of the cell using 2 smooth drum compactors while they
resumed structural fill placement on the access road and the truck pad outside the cell. The material used was excavated from the
west borrow area. Compacting of in place fill was done with 1 sheep's foot compactor.
Blue Max continued to stockpile protective cover soil outside the cell on the north side.
Oasis personnel monitored all activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Re -rolling of previously processed clay inside the cell.
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/04/2023
Weather: Cloudy, 69-85 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Oasis representative arrived onsite to observe daily construction activities.
The contractor resumed structural fill placement on the truck pad using material from the west borrow source. No clay was placed
today.
Blue Max delivered more protective cover from Vulcan.
Oasis personnel monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/07/2023
Weather: Sunny, 73-98 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Activities:
Oasis personnel arrived onsite to monitor construction activities.
Technician: Kingsley Nwaogwugwu
The contractor continued to place structural fill on the truck pad as well as on the access road outside the cell using fill material from
the west borrow source. In place fill was compacted with the CAT 815 sheep's foot compactor. ACI also resumed watering and rolling
the already processed clay as part of clay maintenance.
Blue Max Haulers delivered more protective cover soil from Vulcan.
In addition, Lawrence Surveyors took final certification shots of the subgrade on the south end and the east tie in as scheduled.
CQA personnel monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Structural Fill Placement On The Pad.
CQA Personnel: KN
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/08/2023
Weather: Sunny, 70-93 degrees.
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor clay placement activities.
The contractor resumed clay placement on the east end of the cell using soil from the west borrow source. Clay placement on the
east slope was processed on the flat surface near the test pad and pushed down the slope with the dozer.
Blue Max Haulers stockpiled additional protective cover on the north side outside the cell.
CQA representative observed all construction activities and performed moisture/density testing identified by #205 through #208 and
the results were satisfactory.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
At 7
Watering the Clay during processing.
CQA Personnel: KN
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/09/2023
Weather: Sunny, 72-94 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to monitor clay placement activities.
ACI resumed clay placement activities by placing lift three on the east end of cell 2. They processed the material on the flat area and
pushed same down the slope using a dozer and compacted with a sheep's foot compactor. Anson Contractors also used an
excavator to reinforce and buildup the operational berm on the active cell on the slopes east of cell 2.
Blue Max Haulers continued to stockpile protective cover outside cell 2.
Oasis personnel monitored above mentioned activities and performed density testing of processed clay identified as 209 through
212, all of which were in compliance with project requirements.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Compacting in place clay on the east slope of the cell.
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/10/2023
Weather: Cloudy/Rain; 73-89
Activities:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The contractor resumed clay placement on the east tie in using material from the west borrow source. They also continued to place
more structural fill on the access road and the truck pad. Construction was disrupted by morning rains mid morning and forced them
to discontinue activities.
Blue Max also continued delivering protective cover from Vulcan.
Oasis Consulting Services representative monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Fill placement on the truck pad.
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/11 /2023
Weather: Sunny, 70-90 degrees.
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor clay placement activities.
The contractor resumed clay placement on the south tie in as lift 1 but did not finish processing it. They also continued to place
structural fill on the access road and the truck pad using material from the west borrow source.
Blue Max Haulers continued to deliver protective cover from Vulcan on the north side outside cell 2.
Oasis CQA personnel monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Placing clay material on the south tie in.
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/14/2023
Weather: Sunny, 73-95 decades
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to observe clay placement activities.
The contractor resumed placing on the south side of the cell as lift 1 in sections H, I, and J. Material used was excavated from the
west borrow source.
Blue Max delivered and stockpiled additional protective cover material outside the cell from Vulcan.
CQA personnel monitored all activities and performed density testing of processed clay identified as 213 thru 223 and the results
were satisfactory per project specifications.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/15/2023
Weather: Mostly sunny, 80-03 degrees.
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Oasis representative arrived at Anson Landfill as scheduled to monitor clay placement activities
The contractor continued to place and process clay on the south side as lifts 2 and 3 in sections H, I, J with soil excavated from the
west borrow area.
Additionally, Blue Max resumed protective cover delivery outside the cell on the north side.
CQA personnel observed above mentioned activities and performed moisture/density testing of processed Clay numbers 224 through
237 and the they were in compliance with project requirements. Also, Shelby tubes ST13 thru ST15 were obtained and shipped to the
laboratory.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Aft
471 1b 2
OVP a.
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/16/2023
Weather: Mostly sunny, 78-90 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor clay placement activities.
Anson Contractors resumed clay placement on the southwest area in section I as lift 3 using material excavated from the west
borrow source. They also placed structural fill on the north access road outside cell 2 using fill material from the cell access ramp
which was undercut this afternoon.
Blue Max Haulers continued to stockpile protective cover outside the cell from Vulcan.
Oasis personnel monitored all construction activities and performed density testing numbers 238 through 243, all of which were in
compliance with project requirements.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Stockpiling the protective cover outside cell 2
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/17/2023
Weather: Mostly sunny, 73-93
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor clay placement activities.
The contractor resumed clay placement activities by excavating the excess/cut area on the southeast corner of cell 2. They used 2
excavators to remove soil material from this area and hauled it to the active phase. Anson Contractors also placed additional
structural fill on the access road outside the cell on the north side.
Blue Max Haulers continued to deliver protective cover on the north side outside cell 2
CQA representative monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Excavating the southeast corner of the cell
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/18/2023
Weather: Sunny, 76-93
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Activities:
Oasis personnel arrived onsite to monitor clay placement activities.
Technician: Kingsley Nwaogwugwu
The contractor continued to undercut the excess fill along with unsuitable material near the southeast corner of cell 2 using 2
excavators and 4 off -road trucks. They hauled the unsuitables to the active phase of the landfill while the clean material was
stockpiled for future use. Anson Contractors also used the water truck and the smooth drums conduct clay maintenance activities on
the cell floor.
Blue Max Haulers continued to deliver and stockpile protective cover from Vulcan.
CQA representative monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Rolling activities on already processed clay on the west side of
cell.
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/16/2023
Weather: Mostly sunny, 78-90 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor clay placement activities.
Anson Contractors resumed clay placement on the southwest area in section I as lift 3 using material excavated from the west
borrow source. They also placed structural fill on the north access road outside cell 2 using fill material from the cell access ramp
which was undercut this afternoon.
Blue Max Haulers continued to stockpile protective cover outside the cell from Vulcan.
Oasis personnel monitored all construction activities and performed density testing numbers 238 through 243, all of which were in
compliance with project requirements.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Stockpiling the protective cover outside cell 2
CQA Personnel: KN
Page 1 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/18/2023
Weather: Sunny, 76-93
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Activities:
Oasis personnel arrived onsite to monitor clay placement activities.
Technician: Kingsley Nwaogwugwu
The contractor continued to undercut the excess fill along with unsuitable material near the southeast corner of cell 2 using 2
excavators and 4 off -road trucks. They hauled the unsuitables to the active phase of the landfill while the clean material was
stockpiled for future use. Anson Contractors also used the water truck and the smooth drums conduct clay maintenance activities on
the cell floor.
Blue Max Haulers continued to deliver and stockpile protective cover from Vulcan.
CQA representative monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Rolling activities on already processed clay on the west side of
cell.
CQA Personnel: KN
Page 2 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/21 /2023
Weather: Sunny, 76-97 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, Oasis personnel arrived onsite as scheduled to monitor construction activities.
The contractor completed excavating and undercutting the southeastern section and placed it on subgrade elevation. They also
placed additional clay material on the western end where insufficient clay was observed on the final lift.
Blue Max Haulers continued to deliver more protective cover outside the cell from Vulcan.
CQA representative observed above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
r - r
_ - x
Rolling the final lift of in place clay liner on the west end of cell 2
CQA Personnel: KN
Page 3 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/22/2023
Weather: Sunny, 75-98 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
CQA personnel arrived at Anson Landfill to observe daily construction activities.
ACI resumed structural fill placement outside the cell on the north access road, with soil material from the west borrow source.
Placement was done with 2 trucks, 1 doz and 1 compactor. In addition, they received 1 truckload of HDPE dual contained leachate
force main pipes. Anson contractors also continued to undercut and remove soil from the southeastern corner of cell and hauled the
material to the active phase of the landfill using 1 excavator and 2 trucks.
Lawrence Surveyors took final certification shots of the subgrade to the southeast area and along the tie ins east and south of the cell.
Oasis personnel monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Unloading the HDPE force main pipes outside the cell.
CQA Personnel: KN
Page 4 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/23/2023
Weather: Sunny, 73-90 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to observe construction activities.
The contractor continued to place structural fill on the north access road with fill material excavated from the west borrow source. They
also took delivery of the HDPE sump. Blue Max Haulers hauled and stockpiled additional protective outside the cell.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
Unloading the HDPE sump
CQA Personnel: KN.
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/24/2023
Weather: Sunny, 74-97 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor construction activities.
The contractor resumed placement of structural fill on the access road as well as on the truck pad. The material was excavated from
the west borrow source. They also resumed excavation of fill from the southeast area.
Blue Max stockpiled more protective cover from Vulcan.
Oasis representative monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
--
CQA Personnel: KN
Site Photo's
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/25/2023
Weather: Sunny, 77-90 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor daily construction activities.
The contractor resumed structural fill placement on the truck pad as well as on the access road north of the cell outside the cell limits.
Material used was excavated from the west borrow source, placed with 1 dozer and compacted with 1 sheep's foot compactor.
Blue Max haulers continued to deliver and stockpile protective cover outside the cell from Vulcan.
Oasis personnel monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/28/2023
Weather: Partly sunny, 73-88 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to monitor construction activities.
Due to 2" of rainfall overnight, the site was too wet for normal operations and as a result the contractor could not conduct normal
business. However, they used 1 dozer to blade the access road for protective cover haulers. They also took delivery of 1 load of PVC
conduit pipes.
CQA representative observed all activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/28/2023
Weather: Partly sunny, 73-88 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to monitor construction activities.
Due to 2" of rainfall overnight, the site was too wet for normal operations and as a result the contractor could not conduct normal
business. However, they used 1 dozer to blade the access road for protective cover haulers. They also took delivery of 1 load of PVC
conduit pipes.
CQA representative observed all activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/29/2023
Weather: Sunny, 77-91 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Activities:
On this day the undersigned arrived onsite to monitor daily activities.
Technician: Kingsley Nwaogwugwu
The contractor used 1 dozer to reinforce operational berms on the eastern slope on the active phase because of the washouts from
recent rain events. The southeast corner of the cell was filled with storm water and the contractor could not continue activities in the
area until it's pumped out.
Blue Max continued to haul and stockpile protective cover from Vulcan.
Oasis personnel monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/30/2023
Weather: Cloudy 72-80
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to monitor Cell construction activities.
Due to the wet conditions on the southeast area of cell 2, there were no activities inside the cell. However, the contract bladed the
roadways, allowing for protective cover stockpiling while Waste Connections used a tanker to pump storm water out of the southeast
corner.
Blue Max Trucking continued to deliver protective cover.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 08/31 /2023
Weather: Partly Cloudy, 72-81
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to monitor construction activities.
Due to the wet conditions resulting from Hurricane Idalia's rain events the contractor could not work on the southeastern area.
However, they used 1 dozer to work some loads of protective cover onto the existing stockpile and then went home.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/01 /2023
Weather: Sunny, 67-83 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor clay placement activities.
Anson Contractors began fine grading of clay liner on the northern and central sections of cell 2. The clay surface was also rolled
using the smooth drums.
Blue Max continued to deliver protective cover soil.
CQA representative monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/05/2023
Weather: Sunny, 68-95 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
The undersigned arrived onsite as scheduled to observe daily construction activities.
The contractor continued to fine grade in place clay liner on the west and south sides of Cell 2 using 1 dozer and 1 smooth drum
roller. They also used 1 smooth bucket excavator to clean the east tie in of silt deposits resulting from last week's storms.
Lawrence Surveyors returned and took certification shots of the 18 inch clay liner on the north and south sides of the cell.
Additionally, Hallaton Environmental, the HDPE installer, was onsite over the Labor Day weekend and prepared sandbags in
preparation for liner installation. Their superintendent came and took count of GCL delivered for the project.
Waste Connections personnel used a tanker to pump out storm water from the southeast area of the cell.
Oasis Consulting Services representative monitored above mentioned activities
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/06/2023
Weather: Sunny, 71-94 degrees
Activities:
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
The contractor resumed fine grading of the in place 18" clay liner with 1 dozer and 1 smooth drum roller. The also hauled out the
clippings from the fine grading while using the a water truck to keep the subgrade maintained. Anson Contractors began trenching
activities for leachate force main on the west side outside the cell.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/07/2023
Weather: Partly Cloudy, 71-91 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to monitor Cell construction activities.
The contractor resumed leachate force main installation activities by extending the 4" deep trench southbound from the middle of cell
2as marked. They added #57 stone as specified at bottom of the trench. Anson Contractors also began welding of the HDPE 8" dual
contained force main pipe in preparation for installation while at the time, gluing together the PVC electrical conduit pipe ready for
installation inside the trench. Also, ACI undercut and hauled out wet silty material from the southeast corner after the area was
dewatered by the owner. The wet unsuitable material was deposited in the landfill active area using off road trucks. Dewatering
activities were performed by the owner using 1 tanker truck using a 3" pump.
CQA personnel monitored all construction activities listed above.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/08/2023
Weather: Sunny, 72-95 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor liner and force main installation activities.
ACI continued to trench for force main on the west side. They also placed part of the welded pipe inside the trench, having placed
gravel at the bottom of the trench as required. The third party contractor resumed pipe welding activity for the force main.
Hallaton began liner installation with a 10-man crew. They deployed 69,897 sf, using machines #89 and #86. Prior to HDPE
deployment, they deployed GCL..
Oasis CQA representative monitored above mentioned activities
Contractor: ACI and Hallaton Environmental
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/09/2023
Weather: Cloudy/Rainy
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, the undersigned arrived at Anson landfill to monitor Geosynthetics installation.
Hallaton performed pressure testing of yesterday's deployment P1 through 10 and they all passed. They used extruded #26 to repair
all the defects as well as seamed P1 through 10 along the east tie in. Then Hallaton used the vacuum box to test all the repairs and
the extrusion seams with satisfactory results. They also cut out 5 destructive samples DS1 through 5 for laboratory testing.
CQA personnel monitored and documented above mentioned activities.
Contractor: Hallaton Environmental
Activity Type: Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 1 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/11 /2023
Weather: Sunny, 68-90
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to monitor daily construction activities.
Anson Contractors dressed up the subgrade for liner deployment using 1 skid steer and 1 smooth drum roller. They also used 1
vacuum truck to dewater the silt from the southeast corner of cell 2. Then they used the excavator and 2 trucks to haul out the muck
ACI also continued to install the 8" dual contained leachate force main outside the cell on the west side.
Hallaton Environmental resumed liner installation by deploying P11 through P16 covering 40,365 sf. They used fusion machines 86
and 89 to seam in place liner totaling 712 Lt and 1138 Lf respectively. All seams were pressure tested with passing results.
Oasis employees observed and documented above mentioned activities and marked destructive samples DF6 through DF10 for
laboratory testing.
Contractor: Hallaton, ACI
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 2 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/12/2023
Weather: Mostly cloudy, 72-90
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
The undersigned arrived at Anson Landfill as scheduled to monitor Cell construction activities.
ACI continued to dewater the southeast corner of cell 2 with the vacuum truck and later with the excavator and trucks. The wet material
was hauled off to the active area of the landfill. They also took delivery of 1 load of Geocomposite from SKAPS.
Hallaton Environmental resumed HDPE deployment by installing P17 through P32, covering 34,640 sf of clay. They also used fusion
machines #86 and #89 to seam 1096 sf and 794 sf respectively. Pressure testing of today's seams began but will be completed too.
CQA representatives monitored and documented all activities. Additionally, Oasis personnel shipped destructive samples DF1
through DF10 for laboratory testing.
Contractor: Hallaton, Anson Contractors.
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 3 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/13/2023
Weather: Partly cloudy, 71-84
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor daily construction activities
Anson contractors continued dewatering of the southeast corner using the vacuum truck, excavators, off road trucks and a mini
excavator. The wet material was deposited in the active landfill area.
Hallaton Environmental deployed liner panels P33 through P40, covering 12,351 sf. They seamed all the panels using machines #86
and #89 which seamed 419 Lf and 338 respectively. They also pressure tested all seams and repaired all defects as marked.
Hallaton also vacuum tested repaired defects with passing results.
Oasis personnel monitored and documented all construction activities
Contractor: ACI, Hallaton.
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 4 of 4

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/14/2023
Weather: Sunny, 72-85
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor construction activities.
Anson Construction continued dewatering of the southeast corner with the excavators, trucks and vacuum trucks.
Hallaton began deployment of Geocomposite on the north side of cell 2. They also seamed liner on the east tie in, connecting the
new cell to the old liner. The seaming was done by extruding the two panels using extruded #26 for a total of 62 feet. They also
performed vacuum testing of the seams on the east tie in and the repaired defects.
Oasis personnel monitored above mentioned activities and marked destructive samples for testing. DX1 was identified and tested
with satisfactory results.
Contractor: Anson Contractors, Hallaton Environmental.
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 1 of 6

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/15/2023
Weather: Sunny, 65-84 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day Oasis Consulting Services employees arrived at Anson Landfill to observe construction activities.
Anson Contractors resumed dewatering of the southeast corner and excavation of fill from same area. They used a 2 inch pump to
pump out water while using 1 excavator and 2 trucks to load and haul out the wet material to the active phase of the landfill.
Hallaton Environmental continued to deploy geocomposite on the northern section of cell 2. The panels were zip tied every 4-5 feet
and 1 foot at cross seams while they used a sewing machine to seam the non woven fabric together.
Oasis CQA personnel monitored above mentioned activities while directing the excavation of the southeast corner in search of the
three connected existing cells.
Contractor: ACI, Hallaton Environmental.
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN, DE.
Page 2 of 6

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/16/2023
Weather: Partly Cloudy, 67-78
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Personnel arrived at Anson Landfill as scheduled to monitor liner installation activities.
Hallaton continued to deploy geocomposite on the southern tie in and south slopes. The coverage approximately 8,500 sf of the lined
area and suspended activities. The panels were zip tied every 5 ft and 1 foot intervals along the cross seams and then machine
seamed as required.
CQA representatives observed and documented all deployment activities.
Contractor: Hallaton Environmental
Activity Type: Geosynthetic Installation
Site Photo's
CQA Personnel: KN, DE.
Page 3 of 6

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/18/2023
Weather: Sunny, 63-80 degrees.
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived on site as scheduled to monitor Cell construction activities.
Anson Contractors used a vac truck, 1 excavator and a skid steer to dewater and clean up the southeast corner. They also used the
smooth drum to roll the cell floor.
Hallaton Environmental continued to deploy geocomposite on the south slopes and along the south tie in. They also cut and cleaned
the geocomposite along the east and the south tie ins and later staged material throughput the cell in preparation for HDPE
deployment tomorrow.
Oasis representative monitored above mentioned activities.
Contractor: Anson Contractors, Hallaton Environmental.
Activity Type: Earthwork / Geosynthetic Installation
Q -
CQA Personnel: KN
Site Photo's
Page 4 of 6

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/19/2023
Weather: Sunny, 55-85
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor daily construction activities.
Anson Contractors completed cleaning and exposing the edge of liner on the east tie in and used manual labor and skid steer to
dress the clay surface near them. They also began placement of protective cover inside cell 2 starting on the northern edges.
Hallaton resumed liner deployment, placing panels P41 through P53 for a total of 86,549 sf. They used fusion machines 86 and 89 to
seam 1891 Lf and 1874 Lf respectively. A total of 6 destructive samples were marked for testing later.
Oasis representatives monitored and documented all construction activities.
Contractor: ACI, Hallaton Environmental
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN, DE
Page 5 of 6

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/20/2023
Weather: Sunny, 70-84 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor cell construction activities
Anson Contractors continued to place protective cover soil on the northern half of cell 2 with 2 dozers, 2 trucks, and 1 excavator. The
trucks backed in on a 36" access road while the dozer spread out the cover material, making sure there are no geosynthetic wrinkles.
Hallaton concluded 60 mil HDPE deployment by placing panels P54 through P60 covering a total of 20,056 sf. All panels were
seamed using fusion machines 86 and 89 which seamed 867 and 693 linear feet respectively. They used extrusion machine 26 to
seam a total of 194 Lf along the east tie in. Additionally, the contractor performed pressure testing of yesterday's and today's fusion
seams and the results were satisfactory per project specifications.
Oasis representatives monitored and documented all activities and destructive samples DF22 through DF27 as well as DX2 for
laboratory testing.
Contractor: ACI, Hallaton
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN, DE.
Page 6 of 6

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/21 /2023
Weather: Sunny, 63-79 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor liner installation as well as other construction activities.
Anson Contractors continued to place protective cover on the north side of the cell with 2 trucks 1 dozer and 1 excavator.
Hallaton Environmental used Extrusion machine #X26 to repair defected liner locations while vacuum testing the repairs. They also
continued to deploy geocomposite liner in the middle of cell 2. In place composite panels were sewn together after they were zip -tied
every 4-5 feet as specified.
Oasis employees monitored all construction activities and shipped 14 HDPE destructive samples for laboratory testing to TRI
Environmental.
Contractor: ACI, Hallaton
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN, DE.
Page 1 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/22/2023
Weather: Sunny, 65-83 degrees.
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to monitor cell construction activities.
Anson Contractors did not place protective cover inside cell 2, but they used the pan and a dozer to stockpile fill soil for the cell berm.
Hallaton Environmental continued deployment of geocomposite in the middle and east tie in, including the east slopes. In place
panels were zip tied and sewn together with 2 sewing machines. They also used strips of non woven fabric and heat to cover the
cross seams.
Oasis representative monitored above mentioned activities.
Contractor: ACI, Hallaton Environmental.
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 2 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/25/2023
Weather: Sunny, 64-85 degrees.
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
The undersigned arrived onsite as scheduled to monitor daily construction activities
Anson Contractors resumed protective cover placement on the east side using 2 trucks, 1 dozer and 1 excavator. They also continued
to evacuate the trench for leachate force main on the west line outside cell 2. No pipes were placed but they placed gravel at the
bottom as required. Then ACI excavated the trench for the leachate sump outside the cell and placed gravel at the base but did not
install the sump.
Hallaton Environmental concluded primary liner installation by completing geocomposite deployment on the west end. They cleaned
up their work area and demobilized late in the afternoon.
Oasis personnel monitored all construction activities.
Contractor: ACI, Hallaton Environmental
Activity Type: Earthwork / Geosynthetic Installation
Site Photo's
CQA Personnel: KN
Page 3 of 3

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/26/2023
Weather: Cloudy, 62-77 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to monitor Cell 2 construction activities.
Anson Contractors resumed protective cover placement in the cell using 3 trucks, 2 dozers and 1 excavator. They also placed and
partially backfilled the temporary prefabricated HDPE sump near the northwest side outside the cell and welded the 12" HDPE pipe
that extends into the cell LCS pipe. They used the services of Piedmont to weld the 12/8" connecting pipes.
Oasis representative monitored all construction activities
Contractor: Anson Contractors, Piedmont Services.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/27/2023
Weather: Cloudy, 63-72 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, Oasis personnel arrived at Anson Landfill as scheduled to monitor daily construction activities.
ACI resumed protective cover placement in cell 2 working from the north towards the south. They also excavated the leachate force
main trench up to the existing sump near cell 1. Then Anson Contractors resumed backfilling of the trench near the new sump north of
cell 2.
Piedmont Industrial resumed welding of HDPE force main pipes in preparation for connecting the new force main to the existing
sump.
CQA representative observed all cell construction activities.
Contractor: Anson Contractors, Piedmont Industrial Services.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/28/2023
Weather: Partly cloudy
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Activities:
CQA personnel arrived onsite to monitor cell construction activities.
Technician: Kingsley Nwaogwugwu
Anson Contractors continued placing protective cover inside cell 2 on the middle section using material from the stockpile.
Using the services of Piedmont, they welded HDPE leachate force main connecting pipes and resumed backfilling of the trenches
near the new sump. They extended the the electrical conduit and placed marking tape before completing the backfilling in that section.
Oasis Consulting Services representative observed all construction activities.
Contractor: ACI, Piedmont Services.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 09/29/2023
Weather: Partly cloudy, 61-77 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite as scheduled to monitor daily construction activities.
Anson Contractors continued to place protective cover on the middle section of cell 2 using material from the stockpile, hauled in with
3 trucks and graded with 1 dozer. They also continued to backfill force main trench around the newly installed sump. The soil around
the sump was compacted using a vibratory tamping mechanism.
Piedmont Services also welded more fittings to be connected to the existing sump.
Contractor: ACL Piedmont Services.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/02/2023
Weather: Sunny, 63-82 degrees.
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
CQA representative arrived onsite as scheduled to monitor cell construction activities
Anson Contractors continued to place protective cover on the west side of cell 2 with material from onsite stockpile. In place sand was
graded using a CAT D6 dozer.They also excavated about 20 ft of the existing leachate force at the existing sump in preparation for
connecting the old and new pipes.
Piedmont Environmental, using "T" connector, connected the the two force main lines at the sump. They also constructed a
containment box 1 inch thick HDPE measuring 60" X 24" X 16" inside which the contractor connected a valve attached to a 4" pipe.
Finally Piedmont began the process of connecting the two lines through the "T" to the existing sump.
Oasis personnel monitored all cell construction activities.
Contractor: ACI, Piedmont Environmental.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/03/2023
Weather: Sunny, 59-83
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor daily construction activities.
The contractor continued to place protective cover on the west end of the cell using 1 dozer, 2 trucks. Anson Contractors also resumed
backfilling the force main ditch and finally worked to the existing sump. They also began work on the LCS line by placing 8oz fabric,
then 4-5 inches of gravel, and finally the 8" pre -welded HDPE pipe.
Using the services of Piedmont Environmental, the welded the fixtures and connected the LCS to the new sump along with the a valve
and clean out pipe near the sump.
Oasis personnel monitored above mentioned activities.
Contractor: ACI and Piedmont Environmental
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/04/2023
Weather: Sunny, 67-83 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill as scheduled to monitor cell construction activities
The contractor resumed protective cover placement on the west and south slopes with 2 trucks 1 excavator and 2 dozer. They
continued LCS installation by placing additional gravel on the in place 8" perforated HDPE pipe, wrapped the pipe and gavel in the
already placed fabric.
Piedmont Industrial Services continued force main piping activities by placing a tape over the metal connectors at the existing sump
where CQA noted liquid leak yesterday. They also loosened the newly installed valve near the sump and adjusted the angle of the
valve lever as suggested by CQA.
Oasis representative monitored above mentioned activities.
Contractor: ACI and Piedmont Industrial Services
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/05/2023
Weather: Partly cloudy, 57-83 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
Oasis Consulting Services personnel arrived onsite to monitor cell construction activities.
Anson Contractors began fine grading of the in place protective cover on eastern section using 1 dozer. The also started installation of
the perimeter berm on the northern side of cell 2. Fill material used was hauled from the west borrow area and placed with an
excavator while it was graded using a mini excavator ans a skid steer.
Anson Contractors, used a third party vendor, Jetclean America to jet clean the 8" leachate collection system LCS pipe and then video
recorded the entire length measuring approximately 349 ft as specified in the project requirement.
CQA representative monitored all construction activities.
Contractor: ACI, Jetclean America.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/06/2023
Weather: Partly cloudy, 65-80 degrees.
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to observe cell construction activities.
Anson Contractors continued to fine grade protective cover on the west side using 1 dozer, 1 excavator and 2 trucks. Excess material
was hauled back to the stockpile.
They also removed the temporary north access road into cell 2.
Piedmont Industrial covered the valve box near the existing sump and sealed it with screws and silicone before they demobilized.
Oasis CQA personnel observed above mentioned activities.
Contractor: Anson Contractors.
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/09/2023
Weather: Sunny, 50-79 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor cell construction activities.
The contractor resumed perimeter berm construction along the edge of cell 2 on the west side. They used soil material from the west
borrow source and placement was achieved with 2 off road trucks, 1 excavator and 1 skid steer.
CQA personnel verified the thickness of graded protective cover throughout the cell and six locations were checked with the following
readings: 24.2", 24.5", 24.1", 24.4", 24.2", and 25".
Contractor: ACI
Activity Type: Earthwork
Site Photo's
I
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/10/2023
Weather: Sunny, 56-80 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day, the undersigned arrived at Anson Landfill as scheduled to monitor cell construction activities.
He contractor resumed construction of perimeter berm by removing the northwest ramp into the cell and extending the berm through
that location. They used soil material from the west borrow source and placed with 1 excavator and 1 skid steer. Dust control was
achieved on the roads using the water truck.
Oasis personnel monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/11 /2023
Weather: Partly cloudy 55-78 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
CQA personnel arrived onsite to monitor daily cell construction activities.
The contractor dressed up the perimeter berm around cell 2 using 1 mini excavator. They also used manual labor to backfill the
leachate force main around the existing sump but left the newly installed valve box open for easy access when the new line goes live.
Oasis representative monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/12/2023
Weather: Rainy, 60-70 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor daily construction activities.
Due to an ongoing rain event which began overnight, the site was too wet for activities and therefore there were no construction
operations today. The contractor went home.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/13/2023
Weather: Mostly sunny 61-80 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor daily construction activities.
The contractor, at the instructions of the client, used 1 dozer and 1 excavator to move the trash adjacent to the new cell at the
southeast corner into the void below the trash. The in they used fill material near the trash to cover the displaced trash.
Oasis personnel monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 1

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/16/2023
Weather: Mostly cloudy, 50-69 degrees
Client:
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Project:
235005
Anson County Landfill, Phase 4 Cell 2
375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived at Anson Landfill to monitor construction activities.
The contractor installed the required 4"X4" "Edge of Liner" markers around the the cell . They also began placing gravel aggregate
base on the northern section of the new access road using 1 truck, 1 dozer and 1 excavator. No processing of in place material was
done today and rock placement will be done at a later date.
CAA personnel monitored all construction activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 1 of 2

OASIS
CONSULTING
SERVICES
Daily Field Report
Roswell
45 Woodstock Street
Roswell, GA 30075
Phone: [phone]
Activity Date: 10/17/2023
Weather: Mostly sunny,45-70 degrees
Client:
Project:
Anson County Landfill, Phase 4 Cell 2 235005
375 Dozer Dr. Anson County Landfill, Phase 4 Cell 2
Polkton, NC 28135 375 Dozer Dr.
Polkton, NC 28135
Technician: Kingsley Nwaogwugwu
Activities:
On this day the undersigned arrived onsite to monitor daily construction activities.
The contractor graded the ditches and slopes on the north and west sides of outside the cell. They also installed the check dams
along the storm water ditches as specified and placed a rip rap on the outlet of the 48" CMP on the north access road.
CQA representative monitored above mentioned activities.
Contractor: ACI
Activity Type: Earthwork
Site Photo's
CQA Personnel: KN
Page 2 of 2

APPENDIX H
LEACHATE
COLLECTION LINE
INSPECTION
VIDEO and CD

JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 1660 SEA BREEZE DRIVE
EXPLOSION PROOF VIDEO INSPECTION TARPON SPRINGS, FL 34689
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]
Anson Contractors, Inc.
Anson County Landfill
Phase 4 - Cell 2 - Expansion
New HDPE Leachate Piping
Work Performed
October 2023
Conducted By:
Jetciean America
800-226-8013

JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 1660 SEA BREEZE DRIVE
EXPLOSION PROOF VIDEO INSPECTION TARPON SPRINGS, FL 34689
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]
REPORT
DATE :10/6/2023
TO : Jason Price, Devin Sikes — Anson Contractors, Inc.
FROM : Ralph Calistri [e-mail])
SUBJECT : Anson County Landfill - Phase 4 - Cell 2 Expansion - New HDPE LCS Piping
Jetclean America completed the high-pressure water jetting and explosion -proof video -
inspection of the new Phase 4 - Cell 2 HDPE leachate collection piping on 10/5/2023. Included
with this report is the applicable Jetting Log, CCTV Survey List, Pipe Graphic Reports, and
videos in .mp4 format for complete detailed reference.
Hip-h-pressure Water-iettinz:
As the below jetting log documents, the new Phase 4 - Cell 2 HDPE leachate collection piping
was jetcleaned in its entirety.
LOCATION DISTANCE ft
Phase 4 — Cell 2 350' (x4)
Explosion-proofVideo-inspection:
After jetcleaning was completed, the above piping was video -inspected in entirety using certified
explosion -proof equipment (see included CCTV Survey List, Pipe Graphic Reports, and Video
Footage). All areas of the piping viewed with the inspection camera appeared to be in good
condition, with no defects noted.
Please call us with questions or concerns.
Regards,
('�yk
i
Ralph Calistri - Jetclean America - 800-226-8013

Pipe Graphic Report of PLR
PH-4 CELL-2 HDR X
for Anson County LF
Work Order Anson County LF
Contract Video
Setup
1
Facility Operator Supervisor Van Ref
INC VAN Surveyed On
10/05/2023
Street Name
City Polkton NC
-
Location type
Surface
Survey purpose Pre -acceptance - normally new sewers for adoption or pri- Weather Dry
Pipe Use Foul Water
Schedule length 349.6 Ft
From PH-4 CELL-2 HDR
Depth r
Shape Circular
Size 8 by ins
To CELL-2 LCO-HDRX
Depth t
Material Polyethylene - High density
Joint spacing Ft
Direction Downstream
Lining
Year laid 2023
Pre -clean Y Last cleaned
10/5/2023
General note PeirPoint Camera
Structural Service
Constructional
Location note
kllscellaneo�is Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PH-1 CELL-2 HDR]
0 Ft Water level 0
349.6 Ft
Manhole/Node [CELL-2 LCO-HDRX]
349.6 Ft Finish of Surveys [End Of Pipe Survey Abandoned]
Jet Clean AmericaPhone:800-226-8013

LEAC ATE
COLLECTION
COMPONENTS

SUBM11`i-AL LOG
Project Name: Anson County Landfill - Phase 4 Cell 2
Project Number: A-1136
Project Manager: Devin Sikes
Last Updated: June 22, 2023 1:30 PM
Anson Contractors, Inc.
PO Box 796
Wadesboro, NC 28170
GC I Sub Specification Date Date
Number Number Number Submittal Description Status Issued Approved Comments
1 Dwg 8, 9, 10 Leachate Collection System Components Submitted 6/22/2023 1 Lee Supply Co., Inc.

PE4710 HDPE TYPICAL PHYSICAL PROPERTIES
PROPERTY
Material Designation
TEST TYPICAL VALUE*
PPI TR-4 PE4710
UNITS
-
Cell Classification
Density
ASTM D3350 445574C PROPERTIES
PIPE
ASTM D1505 0.96
-
g/Cm3
Melt Index (190112.10g)
ASTM D1238
0.08 - 0.15
g/10 min
HDB @ 73-F (23"C)
ASTM D2837
1,600
psi
HDB @ 140°F (60"C)
ASTM D2837
1,000
psi
HDS @ 73"F (23`0
PPI TR-4
1,000
psi
[HDS @ 1407 (60°0
PPI TR-4
630
psi
Color -Carbon Black UI/Stabilizer
Tensile Strength @ Yield (21n/min)
ASTM D3350
PROPERTIESMATERIAL
ASTM D638
2 min
3,400 - 4,000
psi
Elongation @ Break (2 in/min)
ASTM D638
>700
%
Flexural Modulus
ASTM D790
110,000-160,000
psi
Hardness
ASTM D2240
62 - 64
Shore D
PENT
(INCLUDES ENVIRONMENTAL STRESS CRACKRESISTANCEJ
Thermal Expansion Coefficient
ASTM F1473
THERMAL PROPERTIES
ASTM D696
>500
I
1.0 x 104
hrs
i
in/in/•F
Brittleness Temperature
ASTM D746 <-103
'F
Vicat Softening Temperature
ASTM D1525 255
"F
L E& E Q U r
��++ PENNSYLVANIA
SUPPLY Co. 1NV. CORPORATE OFFICE McElventryDivision
CHARLEROI DOWNINGTOWN
800-353-3747 800-220-2073
24-HOUR EMERGENCY SERVI
SOUTH CAROLINA WESTVIRGINIA
WEST COLUMBIA BEAVER
803-476-7348 868-353-3747
E T, . 7)n_A sz-.2_7mr; r-c-, _._ :pry` IL WPpl(Pnd;)
APPLICABLE STANDARDS
• A5TM F714 (4 'and larger)
• AWWA C906, NSF/ANSI 61
ASTM D3350, Cell Classification, PE44SS74C
PPI TR-4 Designation, PE471 D
• Iran Pipe Size OD (I PS) (1' to 54')
Ductile Iron Pipe Size OD (DIPS) (4'to 42')
• Solid Black/Color Striping Available
------ - - - - --
These standards are specifically related
to theAWWA (901-20 Update and r
Municipal Applications only.
• ASTM D3035 0 "TO 3') r
• AWWA C901, NSF/ANSI 61
---------- -- - - - -
"Typical Values listed are for comparing
polyethylene piping resins.
"Values determined an samples taken from
pipe may vary.
leesupply.com
,ci
10489_PE4710_TPR_0223

f
a
PE4710I RD N Pl P E SlZ E (I PS) n/ormallonshownwlthfnoteas0aving ti Pressure Ratings are calculated using 0.63design factor for HDSat73'Faslisted IIPPITR-4
6hbedPrattn#aritlbAFokdah�dbadar�& for PE 4710 materials. HDPE can accommodate up to 1.5 times the pipe pressure rating
(P E3408) 1 sprr)ftsalfyedafe f6hWAWIM t'90t rDilpdarr for a recurring surge and up to 2.0 times the pipe pressure rating for an occasional surge.
1 54• DIMENSION DATA I WAdKx4dNfAapAo fts I Temperature, Chemical and Environmental use considerations may require use of additional
design factors.
7NuminalIPSOD
PRESSURE
RATING
(in)
335
MIn'
WnII
r 1' 7.0 250 I'
Avg.I I Wt. 1 Min' Avg.ID
(in) (Ibo)1 Wall
(in)
9.0 II I' 11.0
Wt, Min. Avg ID Nit
Obs/R) l'�) (in) (Ibv t)
160 1'
Min. Aallvg.ID Wt.
(in) (in) ak&)
1' 17.0
MIn' Avg.ID Wt
Wall
(in) (Ibt/ft)
100 '
Min.
6n)
1' 21.0
Aallvg. ID Wt,
(in) (Ibs/h)
:1 I'
Min. Avg.ID
Nin1 (in)
26.0
Wt,
(Ibs/ft)
I'
Min. Avg.ID
Wall n) (in)
32.5
Wt.
(IbVft)
1-
1.315
1
.
0.120
1.06
0.197
0.097
1.10
0.163
1-1/4"'
1,660
0.237
1.158
0.46 #0.184
1.270
0.37'11
D.151
1.340
0.31
0.123
1.399
0.26
1-1/2"
1.900
0.271
-1.325
0.61 V111...IIA53-
1111A,.
0.173
1533
0.41
0.141
1.601
0.34
2'
2.375
0.339
1.656
0.95 10.264
1.815
0.77
0.216
1.917
0.64
0.176
2.002
0.53
0.140
2.078
0.43
3"
3.500
0.500
2.440
2.06
4;3;j9
W_5...
3.440
4,S
2.75
0.318
2.826
1.39
0.259
2.951
1.16
0.206
3.063
0.94
4-
4.500
0.643
3.137
3.4010700
0.409
3.633
2.31
0.333
3.794
1.92
0165
3.938
1.55
0.214
4.046
1.27
6"'
6,625
0.946
4.619
7.37
0.736
5.065
5.96
U.602
5349
5:00
0.491
5.584
4.15
0.390
5.798
3.36
0.315
5.957
2.75
0.255
6.084
2.24
0.204
6.193
1.81
81"
8.625
1.232
6.013
12,50
0.958
6.594
10.11
0.784
6.963
8.47
0.639
7.270
7.04
0.507
7.550
5.69
0.411
7.754
4.66
0.332
7.921
3.80
0.265
8.063
3.07
10"
10.750
1.5361
7.494
19.42
1.194
8.219
15.70
0.977
8.679
1 13.16
0.796
1 9.062
10.93
0.632
9.410
8.83
0.512
9.665
7.24
1 0.413
1 9.874
5.91
0.331
110.048
4.77
12"
12.750
1.821
8.889
27.31
1.417
9.746
22.08
1.159
10.293
18.51
0.944
10.749
15.38
0.750
11.160
12.43
0.607
11.463
10.19
0.490
11.711
8.31
0.392
11.919
6.71
14
14.000
2.000
9.760
32.93
1.556
10.701
26.63
1.273
11.301
22.32
1.037
11.8021
18.54
0.824
112.253
14.98
0.667
12.586
12.28
0.538
12.859
10.02
0.431
13.086
8.09
16"
16.000
2.286
11.154
43.01
1.778
12.231
34.78
1.455
12.915
29.15
1.185
13.4881
24.22
0.941
14.005
19.57
0.762
14.385
16.04
0.615
14.696
13.09
0.492
14.957
10.56
18'
18.000
2.571
12.5491
54.43
2.000
13.760
44.02
1.636
14.532
36.89
1.333
15.1741
30.65
1.059
1S.75SI
24.77
0.857
16.183
20301
0.692
16.533
16.57
0.554
16.826
13.37
20-
20,000
2.857
13.943
1 67.20
2,222
15.289
54.34
1.818
16.146
45.54
1.481
16.860
18.544
37.84
1.176
17.507
30.58
0.952
17.982
25.07
0.769
18.370
20.45
0.615
18.696
16.50
22"
22.000
3.143
15.337
81.32
2.444
116.819
65.75
12.000
17.760
55.10
1.630
45.79
1.294
19.257
37.00
1.048
19.778
30.33
0.846
20.206
24.75
0.677
120.565
19.97
24-
24.000
3.429
16.731
96.77
2.667
18.346
78.25
2.182
1 19.374
65.58
1 1.778
20.231
54.49
1.412
21.007
44.03
1.143
21.577
36.10
0.923
22.043
29.45
0.738
22.435
23.76
26-
26.000
2.889
19.875
91.84
2.364
20.988
76.96
11.926
21.917
63.95
1.529
22.759
51.67
1.238
23.375
42.36
1.000
23.880
34.57
0.800
24.304
27.89
28"
28.000
3.111
21.405
106.51
2,545
22.605
89.26
1 2.074
23.603
74.17
1.647
24.508
59.93
1.333
25.174
49.13
1.077
25.717
40-09
0.862
26.173
32.34
30-
30.000
1
1
3.333
22.934
122.27
2.727
24.219
102.47
2.222
25.2891
85.14
1.765
126.2581
68.80
1.429
26.971
56.40
1.154
27.554
46.02
0.923
28.043
37.13
32"
32.000
3.556
24.462
139.12
2.909
25.833
116,581
2,370
26.976
96.87
1.882
28.010
78.28
1.524
28.769
64.17
1.231
29.390
52.36
0.985
29.912
42.24
34-
34.000
3.778
125.991
157.05
3.091
127.447
131.61
2.519
28.660
10936
2.000
29.760
88.37
1.619
130.568
72.441
1.308
31.227
1 59.11
1 1.046
31.7821
47.69
36'
36.000
4.000
27.520
176.07
3.273
129.061
147.55
2.667
30.346
122.60
2.118
31.510
99.07
1-714
132.366
81.21
1.38S
33.064
1 66.27
1 1.108
33.651
53.46
42-
42.000
3.818
.33.906
200.84
3.111
35.405
166.88
2.471
36.761
134.84
2.000
37.760
110.54
1.615
38.576
90.201
1.292
39.261
72.77
48'
48.000
2.824
42.013
176.12
2.286
43.154
144.38
1,846
44.086
117.81
1.477
44.869
95.05
54-
54.000
1
1
1
1 3.176
147.266
1 222.90
2.57-1
48-549
182.73
2,077
49.597
149.10-
�.1 .662
50.477
120.29
This size and dimension chart is intended for reference purposes. It should not be used in place at the advice from a licensed
AWWA C901-20 Update & Impact On HOPE Piping Products (Notice Date - 0712020) - Effective. 0212021 y Professional Engineer. Pipe weights are calculotedin accordance with PPI TR-7. Average inside diameter is calculated using IPS 01)
STANDARD UPDATE: 1 and Minimum wali plus 646 fnr use in estimating flmd flaws. Actualit) will vary When designing components to fit the pipe ID,
A111111111111A CM - Describes the standards for PE pressure pipe and tubing Intended for use in pDrable wate r, rtclai rn ed wa ter 3 r: d waste wAioi service, This standard refer to pipe dimension and tolerances in the applicable pipe manufacturingspeoh(olion.
I R]!F
covers PE pipe and tubing of nominal sizes 314'through 3'. Some PE piping Is manufactured to meet AWWA C901 and so KWby the update. 1 8 afl0
I•AWWAC901-20- Now indudesONLrDR9sgrsmzrcc3►ntedmateials.• DoesnatindudeackuseAvsMidskesospreVbusydonefnAWWA-C90t-17. QUALITY PEOPLE - PRODUCTS • SERVICE -Since 1954
LEE SUPPLY PROVIDES: LE I PENNSYLVANIA
•FEPiping tomeetAWWAC901.20Standards - Sizes Yandsmaller available inDR9sizes and made with CC3LEE (orporateOffice • Charleroi • 800-353-3747 leesupply.Com
•PEPiping tomeet ASTIAD3035Standards -Sizes Yandsmaller atother DRsbut donot need tobecertified toAWWAC901orhave (Crating markings, / McElvennyDivision • Downingtown -800-220-2073
•PEPiping tomeet AWWAC906Standards-Sizes greater than 3-that remain unafkded by this update. SUPPLY ©O lLM
CD. INC. SOUTH CAROLINA • W. Columbia • 803-476-7348
I•itreplpemaladalflrktlne(aMioryarCCmHrrAdewihesamatcridYmMarivererlrfanrerodrkrlrwwNhC()repRrmHngNxhlghertpeAarmrraMaewIMASTMR263: �r WESTVIRGINIA - Beaver • 888-353-3747
1 rorMerhoel6rlvahatkrgrhetYleatbatrdsranaafr�lyethyknr(Pq atperoChkrtnoted N4tx lwx' PE1]lo IP51 022)
�' '� � � � '�' "- - - - - - - - s -r - - - - - - - - 24-HOUR EMERGENCY SERVICE - T: 724-483 -7035 (after Spin, evenings& weekends)

m
I
if
SIDE VIEW
112" TK HDPE SHEET STOCK SPACERS
40' -
10' -
WELDED TO CARRIER PIPE
(TYP) t
4 IN HDPE DR1'
ENDVIEW
IN HDPE DR11 X 8 IN HDPE DR17 DUAL CONTAINED PIPE
THIS DRAWING/DESIGN PROVIDED BY AND PROPERTY Of 'LEE SUPPLY CO, INC " IT IS
INTENDED FOR MANUFACTURE, INSTALLATION, AND IDENTIFICATION USES OF PRODUCT
DEPICTED AND SHALL NOT HE CIRCULATED OR REPRODUCED WITHOUT SPECIFIC
PERMISSION FROM MANAGEMENT OF"LEE SUPPLY CO INC '---ALL RIGHT RESERVED
10, - 10' - -
PRESS FIT SPACERS EACH END
FOR SIMULTANEOUS WELDING
DRAWINGS MUST BE SIGNED FOR APPROVAL.
]NCE APPROVED ALL MATERIALS ARE NON
;ANCELLAHELINON RETURNABLE.
ALL FABRICATIONS WILL BE BASED ON
kPPROVED DRAWINGS.
8 IN HDPE DR17
PRESS FIT SPACER
LEE 1 /
SLli'PLY CO. INC/
�
DRAWN BY:
DATE
APPROVED BY:
REVISIONS
MATTHEW
MARCH 8,2018

- — — 40' —
10' 10' a--- 10' -- � T 10' --
J r
I I j
E•� t `
SIDE VIEW PRESS FIT SPACERS EACH END
FOR SIMULTANEOUS WELDING
1/2" TK HDPE SHEET STOCK SPACERS
WELDED TO CARRIER PIPE
(TY P)
8"HDPE
DR11 —�
%ry ry�
f
END VIEW
12'' HDPE
DR1
PRESS FIT SPACER
DRAWINGS MUST BE SIGNED FOR APPROVAL.
I
CUSTOMER:
8" HDPE DR11 X 12" HDPE DR17 DUAL
NCE APPROVED ALL MATERIALS ARE NON
LEE
DRAWN BY:
MATTHEW
CONTAINED PIPE
ANCELLABELINON RETURNABLE
;s PPLY COINC
DATE:
MARCH 8,2018
THIS DRAWINGIDESIGN PROVIDED BY AND PROPERTY OF "LEE SUPPLY CO, INC." IT IS
ALL FABRICATIONS WILL BE BASED ON
DRAWINGS.
APPROVED BY:
INTENDED FOR MANUFACTURE, INSTALLATION, AND IDENTIFICATION USES OF PRODUCT
PPROVED
REVISIONS:
DECTED AND SHALL NOl BE CIRCULAI ED OR REPRODUCEU WIIHOU 1 SPECIFIC
PI
PERMISSION FROM MANAGEMENT OF"LEE SUPPLY CO, INC."-ALL RIGHT RESERVED
1-800-353-3747

PERFORATION:
3/8" HOLES
5 ROWS (1-60°)
6" CENTER
NON -STAGGERED
(NO HOLES ON
BOTTOM OF PIPE)
60°
l
HDPE PERFORATION PATTERN
PERFORATION PATTERN
60° CEN TER 600
F
PI IE
PHIS DRANlIN&TIF>I GN FROVIDF) B) IIJD PF.�PERTi OF'LEE SUPPLY CO INC' IT
IIATE14DFD FOR MANUFACTURE IIJ,,TnLLFTION AIJO IDENII FICr,11ON 1I5E5 (iF PRIOM)CT
DEPICTED r ND SHALL NOT BE .IRI.IJLATFO OR, RFFRUDJCFD WTHICUT SPFI:IFIC
PERr,W,JOIJ FPCM MANAGEMENT OF LG 6UPPI Y Cu INC - -AI I RIGHT RESERVED
60°
ONCE APPROVED ALL MATERIALS ARE NON
CANCELLABEL/NON RETURNABLE.
'ALL FABRICATIONS WILL BE BASED O N
APPROVED DRAWINGS.
`EXTRUSION WELDS ARE NOT PRESSURE RATED
`DRAWINGS MUST BE SIGNED FOR APPROVAL,
3/8" H
LEE I
SUPPLY CO. INC.
I _
Reid
_3-9-2022

LOOSE FIT / MIDDLE DUAL CONTAINED CENTRALIZER
-DESCRIPTION: LOOSE FIT / MIDDLE CENTRALIZER, DC PIPE
-MATERIAL: HDPE
-THICKNESS: 0.5°
-0.20" OF I.D.
*EXTRUSION WELDS ARE NOT PRESSURE RATED
f I
LOOSE FIT DUAL CONTAINED
"DRAWINGS MUST BE SIGNED FOR APPROVAL.
LEE
CUSTOMER.
CENTRALIZER DETAIL
ONCE APPROVED ALL MATERIALS ARE NOW
CANCELLABLE/NON-RETURNABLE.
SUPPLY CO.
Tsuvnvcoiu,,Iraomuto FOR'p-eRT.vF
.LEE E
rr mNTI
iION.AN
DRAWN BY:
REID
STALL I ICATIOGCFOR FPROMICT
OFVRvruc�
'ALL FABRICATIONS WILL BE BASED ON
DATE:
3-15-2022
DEPICTATON,ANOIOENTISECIONUSES
REPROOUCEOWRHOUiSPECIFICIERMISSIONFRCM
APPROVED DRAWINGS
1-Sql}-353-37A7
REVISIONS:
R DOE£MOENTOF' LEE SUPPLY LOINL'—ALLRIGHT

LEE' �Su PLY CO.
QUALITY PEOPLE • PRODUCTS • SERVICE Since 79S4
. af!:' ,
305 1" Street • P.O Box 35 • Charleroi, PA 15022 - T: 724-483-3543 • F: 724-483-0577
1-1100-353-3747 • E-MAIL: [e-mail] • www.leesupply.com
HDPE BLIND FLANGE
NOMINAL PIPE
SIZE
OUTSIDE
DIAMETER
BOLT CIRCLE
DIAMETER
NUMBER OF
HOLES
HOLE
DIAMETER
1
4 1
3 1/8
4
1/2
1 1/2
4
3 1/8
4
1/2
2
6
4 3/4
4
5/8
3
7 1/2
6
4
3/4
4
9
7 1/2
8
3/4
6
11
9 1/2
8
7/8
8
13 1/2
113/4
8
7/8
10
16
14 1/4
12
1
12
19
17
12
1
14
21
18 3/4
12
1 1/8
16
23 1/2
21 1/4
16
1 1/8
18
25
22 3/4
16
1 1/4
20
27 1/2
25
20
1 1/4
22
29 1/2
27 1/4
20
13/8
24
32
29 1/2
20
13/8
1 IN
CHARLEROI, PA • COEBURN, VA • DOWNINGTOWN, PA • WE57 COLUMBIA, SC • SHADY SPRING, WV

Material: HDPE - PE4710/3608/100
Minimum Wall Thitkeness and Maximum Hub Hei h 2" - 63"
SIZE
Sms
7
9
11
13.5 15,5
17
19
21
26
3Z5
T-1
T-2
T-1
T-2
T-1 T-2
T-1
T-2 T-1
T-2
T-1
T-2
T-1
T-2
T-1
T-2
T-1
T-2
T-1
T-2
2
a34
a50
a26
a50
a22 Q45
0.19
Q45 j 0.15
Q45
a14
1 D.45
0.13
045
Qll
0.45
0.09
0.45
Q07
0.45
3
0.90
0.70
Q39
a70
a32 0.67
0.26
Q6!
0.23
a67
Q21
Q67
am
a67
0.17
Q67
aLl
a67
an
a67
4
a64
L12
a50
112
a41 a90
a33
a90
0.29
0.90
0.27
0.90
0.24 ago
a21
a90
a17
a90
a14
0.90
�6
G95
L34
Q74
1.34
40
a49
a.9D
(143
OM
Q39
ago
Q35 a9D
Q32
Q90
1125
a9D
1120
a9D
�8
1-23
182
Q96
182
Q78 L12
a64
1.12 _
a56
172
a51
US
L12
L43
0.45 132
U57 I L01
a41
1151
112
I LOl
0.33
0.41
L12
104
a27
1133
L12
101
16
154
2.24
1-B
163
a96 11.46,
Q8D
L46
I ON
145
12
182
155
142
210
L16 173
a94
1.73
0.82
1.73
a75
L73
a67
1.12
a61
1,12
0.49
1.2
a39
L12
14
2m
2ffi
L%
224
1.27 191
L04
1%
Q90
191
a62
L82
a74
123
a67
123
am
im
a43
L23
16
2.29
3.25
178
2S0
146 113
1.19
213
1.03
213
a94
2-13
a84
1.35
a76
135
a62
1.35
0.49
L35
18
257
An
20D
2.M
1.64 2.35
133
236
L76
235
10s
224
as
1.40
Qa6
L40
of
L40
a55
MID
2D
2-86
3.88
222
374
1.82 255
1.48
255
L29
2.55
I 1.18
252
1,05
1-56
a95
1.s6
aw
156
a62 LS6
22
1bt
419
244
417
100 275
163
275
L42
2.75
129
2.75
116
L70
105
L70
a86
L70
a68 170
24
143
4.61
267
4.61
218 j 3-15
178
115
LSS
315
i 141
3.00
126
1.87
1.14
1-87
a92
187
0.74 187
26
171
4W
2 M
AM
236 3,21
3.93
121
L68
121
153
121
1.37
L92
1.24
192
L00
L92
0.8D 192
28
4.00
525
3-11
525
ZSS 3.43
207
3.43
L81
143
165
343
1.47
206
t33
206
108
2.06
Q� 2-06
3D
429
5,61
3.33
561
273 166
222
165
194
165
177
365
L58
121
143
Z21
1-15
2.21
Q92
221
32
3,56
5.96
Z91 3.89
Z39
3,89
I 207
1 3.89
188
3.89 169
2.36
1.52
I 136
1 123
236
i (199
2.36
34
178
632
109 411
252
AU
Z19
An
200
411 3.79
249
L62
Z49
1.31
1 249
L05
Z49
35
(
I 4.00
15.68
&27
1 4.34
267
4.34
2.32
4.34
232
1 4.34 L90
2.62
1.71
262
139
1 Z62
[ M
2.62
42
3,82
502
111
1A2
271
5.02
247
502 221
IM
Z00
101
LQ
1 101
L29
101
48
4.36
&75
355
5,71
3.10
5.71
2.82 l 5.71 253
1 3.41
229
141
1.61
3,41
1 148
3.41
41
1
12 639 Za4
1E0
257
3M
209
1 310
166
3M
Co
_
3.71 j 7.41 132
4.40
100
1 4.40
242
1 4.40
L94
4.40
Ongoing engineering design efforts may affect the technical information listed in our puhications.
A
A
Meets Dimensional Requirements:
ASTM D3261 (28"& up"); AVMA C906 (26"& up")
Meets Requirements:
AW WA C901(2"-3") ; AW WA C906 (W-24") ; ASTM D2513 (2"-24") ; ASTM F2890 (2%24") ; ASTM D3261(2"-24")
Flange Adapter Dimensions
Size
Type
L OD-1
OD-2
L
R
2
IPS T
2,38
4.00
60D
025
3
IPS
3.50
5.00
600
0.25
4
IPS
4,50
6.60
6,8D
0.38
6
IPS
6.63
8.50
800
0.39
8
IPS
8.63
10.60
1 9 OD
0.38
10
IPS
10.75
12.80
10.75
0.3E
12
L 14
IPS
IPS
1 12.75
15.25
11.00
0.38
140D
1 50
1100
0.50
16
IPS
16.00
1 20.00
12,00
0.50
18
IPS
1S.OD
21.10
12.00
0.50
20
IPS
20.00
23.50
12.01D
0.50
22
IPS
2200
25.60
12.00
0.50
24
I PS
24.00
27.90
14.00
0.50
26
IPS
260D
29.75
14.00
0.50
28
I P5
28.00
32.00
14.00
0.50
30
IPS
30.00
34.00
14.OD
0.50
32
IPS
32,00
3&13
14.00
0.50
34
IPS
34.00
38.13
14.00
QSO
36
IPS
36,C0
40-50
14.00
0.50
42
IPS
4Z00
47.33
ZLOD
0.50
48
IP5
1 48-00
53-50
21.00
0.50
54
IPS
54.00
59.63
2100
0.50
63
IPS
I G3.OD
66.79
21.00
0.50
'SDR7 20" OAL- 12.750", SDR7 22" OAL- 13.000", SDR9 36" 0AL-16,500"

t 2 1
Material:
Ductile
Iron,
ASTM A536, 65/45/12
�•6
RMIJIGN HISTORY
Rriv DESCR1rT1D pAY . OER
2 AM15DR11 1 Irattr�FSGffE
3 A Ytl,, ?3 , _� tt Graff
LEE 7os r si.r" ao7s, tt,��"o� ra non 4 EDrr SD CaUNO 051i82 Matt Graff
r 77d._B3.35n • 1 7]! NLO517 5 EUIT PER PHYSICAL FLANGE / 13 poem Pelerson
CHANGED 5DR26T65 Rl7 AMD SDfiL97os0 MIT JEREMY GAF
bfia0.353-37G]• w.walenupply .om t VAL1D • oR1G f1A ] 29II l_ MaR .fall
7 innrvottr 1WPSj to.,031ni a jG10 to 42 14 JEREFIY GA_RZA D
8 4 UPDATE DIMENSIONS 7/11/2014 CRISTfAN� u
SANGiE2
Page 1 of 2
Dimensions
Pipe
Belt Hole
Pressure
Diameter
Bolt
Bolt Hold
Grde
Weigbt Class FM
-
(in)
SDR
O.D.
T
LD•
Count
Size (H)
(BC)
R
(lbs) (PC) Appr-d
1/2" -
-
3
asaa
Q .
-
asps
z 38R
(?.lam
� �ijA -
1.6 N/A
3/4"
7
3AW
0.
1.
4
0.66
_Z_750
_ CL13D
3.130
Qi90
1i N A
1"
4,250
O: O
1,
�
d 625
11/4"
7
463fl
0.6313
I
4
Q62-
35001
Q1901
1A! 339 N/A
;5=
1.
4
0.6.25
3.880
0.250
1 2"
0:
� 1. 33 N/A
2" -
71
6.0GDj
0.7A2.
4
OL7501
4,7501
03101
2.3 335�hI.XDAsil
e
' 1.5 F 1 si o
2"
J4
6.000
O.
2:
4
0.750
4.750
0.200
21/2"
7
7.0001
DIM
2.
4
OL7WI
5.5L11l
0-mo
4Ai FM2000sij
4. F sl
3w
7
7.Sd0
0.940
3.600
A.
a750
C-go
0.4001
3"
llL
7.SOD�
0.
3-75(
4j
IL7501
(i00131
CM01
2.51 2W FM183psi)
5.01 335 F 200psi
4"
1
9=
0.9M
4.6M
8
a,7501
7.500
0:4001
4"
11
9-OMI
0.
4
8
OL7501
7.500!
WMI
3, FIIKl60ps1)
5"
7
10.000
0.940
. 5:690
8
❑875
8
Q :
6. 33 F sli
7.11 335 FM200psi)
6"
71
11A)MI
In
6.750,
81
0.8751
9L50DI
Q4001
-
i
4.5 F4160psi)
10.61 3351FM2o0psi) T I.D. 1
60
11.0mi.
0.
rsml.
81
0.875
9.5001
Q2901
8"
7
.13.5001
IAA
&750'
8
(1.875
11.750
DL4001
8"
11
_13.5001
0.
8.8ml
81
0.875
SL750
0.280j
8.0 200 FM(1 si) �H
10'
71
16.OMI
1.
10.
121
L00D1
14.250
Q4001
15.71 3351FM200psi) k
10
16,000
0.2011.
12
- 1.000
14,2501
0.3101
12.0200 FM(160ps1
I1
17'
71
19.0001
1.
12.9W
121
1.0Wl
17.0001
Q4001
24.6 3351FM200psi)
20A 2001FM(160psi) R-
12,
ni,
19,0001
1.
13.130
12
1.0001
17.0001
0,2801
14"
7
21.000(
1.
14JM
12
L1251
laMl
Q400
35.7 3351FPAW1psil -'B.C.
14"
11
21,000
1,3&
14.380
;4[__LMi
1&MI
0.3101
30.01 2D0IFM(1ftsi)
53.6 335!FM2DDpsi) 0.D.
16,
71
23-9ffll
IM
16.190;
16(
1.125,1
21.2501
0.4001
40. 2001F-M(160psi)
16"
11
23;500
1.650
16.380 1.
11z51
2L2501
0.3501
1S'
71
25.0001
1.911
1&200 161
12501
2Z7501
(14001
49.8 3351FR1(Mpsi)
!S"
]1
25.000:
1.
]8.380 16
12501'
2275d
0.3501
41.d1 200)FM[fl60psi),
20'
7
27Sm
2.125
205 20
37
1-25DI
25.�1
Q310
61.2i 335!FN4200psi)
�-
Smpprve Piping Products'CngH
s mate w A
7&5 335.FMMCPsi) C207, ANSI B16.5 and ANSI B16.47, as appropriate. Specificabions not
20
8
8
0Q-and
27,
71
29.5001
2.
22.375 20
LM!
212MnL
0-3101
65.0 2oo:FMIBOpsi) stated In these standards follow Internal specirications
z2" 31
295001
2•
22.380 20
L
27T500
0,370
ORA W N
Matt Graff 7/29/2011 PPIMPROVED
7eremy Garza 7/25/2014 P1P1164G PRODUCTS INC
A
@n ' �e
T r Matia T12512014 gUP-SDR DI Convoluted Flange / Backup Ring
a�,F
Submittal Sheet
Ongoing engineering
design
efforts may affect the technical
information
listed
UNLESS OTHERWISE NOTED, y
in our publications. ALL DIMENSIONS IN INCHES C BUP_SDR submittal
SCALE REV 8 1 SHEET
1 S ]

vat / 30515' St., P.O. Box 35, Charleroi, PA 15022
SUPPLY Co• INC. T:724-483-3543 • F:724-483-0577
1-800-353-3747 ■ www.leesupply.com
PERAWMAMM
AM QUALITY
A DIVISION Of CHEVRON Pmulps CHEMICAL COMPANY LP
Molded Butt End Cap
DriscoPlex° MDPE and HDPE Molded
Fittings are available to meet your needs in
compliance with ASTM D2513, D3261,
F2897 and AWWA C901 and C906 product
standards.
Made in the USA and produced from high
quality MDPE and HDPE material,
DriscoPlex° Fittings are manufactured from
PE 2708 and NSF-61 /Annex G approved PE
4710 resin as listed in PPI-TR4.
DriscoPlex° PE Fittings Advantages
✓ Durable ✓ Light Weight ✓ Chemical Resistant
✓ Leak Tight ✓ Impact Resistant ✓ Life Cycle Cost
✓ Excellent Flow ✓ Fusibility ✓ Toughness
✓ Easy Install ✓ Corrosion Resistant ✓ Environmental
.PProper-ties
Property Standard
Material Designation ASTMF714
HDPE Typical Values
PIE 4710
MDPE Typical Values
PE2708
Cell Classification
ASTM D3350
44SS74C
234373E
Density [4] [2]
ASTM D1505
0.960 g/cc
0.939 g/cc
Melt Index [4] [3]
ASTM D1238
0.08 g/10 min
0.18 g/10 min
Flexural Modulus [5] [4]
ASTM D790
>120,000 psi
>90,000 psi
Tensile Strength [5] [3]
ASTM D638 Type IV
>3500 psi
>2800 psi
SCG (PENT) [7]
ASTM F1473
>2000 hours
>2000 hours
H D B at 737 (23°C) [41 (31
ASTM D2837
1600 psi
1250 psi
Color; lJVstabilizer [C]
[E]
ASTM D3350
Black
-
Yel I ow
This is not a product specification and does not guarantee or establish specific minimum or maximum values or manufacturing tolerance for
material or piping products to be supplied. Values obtained from tests of specimens taken from piping product may vary from these typical values.
Bulletin PP 5.011 January 2014 www.pedormancepipe.com 0 2014 Chevron Phillips Chemical Company LP
Performance Pipe. a division of Chevron Phillips Chemical Company LP 1 5085 W Park Blvd 1 Suite 500 1 Plano, TX 75093 1 Phone: [phone] Fax: [phone]

PERFORMAAWPIFE
A DIVISION OF CHEVRON PHRUPS CHEMICAL COMPANY LP
LEE I 305 is' St, P.O. Box 35, Charleroi, PA 15022
SUPPLY CO. ING r: 724-483-3543 • F: 724-483-0577
1-800.353-3747 • www.leesupply.com
QUALITY
Molded Butt End Cap
L
utt End Caps
DR/Wall
Bulletin PP 5.011 January 2014 www.pe6omiancepipe.com 0 2014 Chevron Phillips Chemical Company LP
Performance Pipe, a division of Chevron Phillips Chemical Company LP 15085 W. Park Blvd 1 Suite 500 1 Plano, TX 75093 1 Phone: [phone] Fax: [phone]

IPS Fabricated
Dual Containment
Line Tee
"Where Fabricated HDPE Fittings Are Endless"
(Dimensions in Inches)
1124 Horicon St. Mayville, WI 53050 • P: 920-387-0200 / F: 920-387-0300 • [e-mail]
Nominal Size
Carrier DR
Containment
DR
L
(in)
B
(in)
C
(in)
Weight
(lbs)
4" x 8"
11
17
23.6
4
9.5
24
NOTE: SPECIAL/CUSTOM FABRICATIONS NOT SUBJECT TO RETURN OR CANCELLATION
.2 -
PLEASE NOTE I I - SPECIFICATIONS - DIMENSIONS IN INCHES •
Dimensions and appearance are subject to change without notice due to design, production modifications or other various factors
affecting production. Dimensions are approximate. Angle tolerance for fabricated elbows is +/- 2 degrees. All fittings are subject to
Infinity Plastics "Standard Terms and Conditions." A copy of this drawing must accompany all purchase orders for this fitting. All
other dimensions are to tolerances of+/- 1.0"
HDPE Fabricated Fittings supplied by Infinity Plastics are designed to meet AWWA C901/C906 fitting requirements and are manufac-
tured from PPI and NSF listed resins in accordance with the material specifications PE4710 listed in ASTM D3350 with a cell classifica-
tion of 445574C or better. Suitable for butt welding to pipe manufactured to ASTM 02513, D3035, F714 with similar resins. 'Pressure
Ratings are calculated using 0.63 design factor for HDS at 73°F as listed in PPI TR-4for PE4710 materials.

TOP VIEW
LL-
SIDE VIEW
B
DUAL- CONTAINMENT END TERMINATION (FABRICATED)
NOMINAL SIZE CARRIER DR CONTADIRNMENT L (IN) A (IN) B (IN) WEIGHT
Tx3" 11 11x17 8 31/2 I 11/4 13/16
1"x4"
11
11 x17
8
4112
1114
1 3/16
1.5" x 4"
11
11 x 17
8
4 1 /2
1 29/32
1 5/16
2" x 4"
11
11 x 17
8
4 1 /2
2 3/8
11/2
2"x6"
11
11x17
8
6518
2318
21/2
3" x 6"
11
11 x 17
8
6 5/8
3 1/2
3
4" x 6"
11 x 17
11 x 17
8
6 5/8
4 1 /2
4 1 /2
4"x8"
11x17
11x17x26
8
8518
41/2
5
61,x10"
11x17
11x17x26
8
103/4
65/8
9
�j8"x12"
11xl7x26
11 xl7x26x
8
123/4
85/8
14
32.5
8"x14"
11x17x26
11x17x26x
8
14
85/8
16
32.5
10"x14"
11 x17x26
11 xl7x26x
8
14
103/4
20
32.5
10"x16"
11 xl7x26
11 xl7x26x
9
16
123/4
26
32.5
12"x18"
11x17x26
11x17x26x
9
18
123/4
32
32.5
18"x24"
11 x17x26
11 xl7x26x
10
24
18
75
32.5
HDPE DUAL CONTAINED END
TERMINATION DETAIL
THIS DRANIHGIDESIGN PRONOEO DYAW YROPE
'LBC M P✓•LY CO WO - IT N .NTENDED YOIL LUIMOC1
INSTALLATH AI.a IDEM111 CATION L Ea
Oi RRCW
DEPICTED AND SHALL NOT BE CIRCULATED OR
REPRODUCED IMTHOUT SPECIFIC PERMISSION FROM
WIA A.SFHFNT OF -LEE SUPPLY CO INC'—ALL RIGHT
*EXTRUSION WELDS ARE Ni
'DRAWINGS MUST BE SIGN[
ONCE APPROVED ALL MATE
CANCELLAB LE/N ON-RETU RI
'ALL FABRICATIONS WILL BI
APPROVED DRAWINGS.
DT PRESSURE RATED
ED FOR APPROVAL.
CCU
LEE ,
CUSTOMER:
TRIALS ARE NON-
VABLE.DRAWN
SUPPLY CO INC,
BY:
REID
BASED ON
DATE:
3-15-2022
1-800-353-3747
REVISIONS:

INFINITY PLASTICS
"Where Fabricated HDPE Fittings Are Endless"
IPS Fabricated 45' Lateral Reducing Wye,
Unreinforced
(Dimensions in Inches)
IPS Size
6"X4"
6"X4"
8" X 4"
��-T'X4„
81, X 6..
-e X -6.1 --
10" X 4"
10" X 6"
t0" X 8"
1L A4
l2"X4"
12"X6"
12" X 8"
12" X 10"
A
B
MAIN
BRANCH
WPR
Weight
Pipe O.DJI.D.
Pipe OMA.D.
A (in)
B (in)
t C (in)
SDR
(psi)
(Ih5)
(in)
i (in)
J
6.625/5.798
4.500/3.938
28.00 1
7.0
28.0
1 17
50
28
6.625/5.349
4.500/3.633
28.00
7.0
28; 0
11
80
30
8.625l1.550
4.500/3.938
30.00
8.0
30.0
17
50
49
8.625/7.550
4.500/3.633
30.00
8.0
7 30.0
11.
80
50
8.625n.550
6.625/5.798
30.00 1
8.0
30.0
17
50
50
8.625/6.963
6.625/5.349
30.00 8.0
1 30 0
11
80
51
10.75018.679
4.50/3.938
31.00
8.0
31.0
17
50
54
10.750/8.679
6.625/5.349
31.00
8.6
31.0
11
80
76
10.750/9.410
8.625/7.550
31.00
8.0
31.0
F 17
-50
53
12350/10.293
4.50/3.938
33.00 ;
11.0
33.0
17
50
80
12.750/10.293
4.500-633
33.00 11.0
33_0
F I
80
118
12.750/11.160
6.62515.798
33.00
11.0
33A
1 17
50
84
12.750/11.160
8.625(7.550
33.00 f
11.0
33.0
j 17
50
86
12.750/11.160
10.75/9.41
33.00 1
11.0
33.0
11 17
50
95
NOTE: Reduced Branch may consist of multiple step reducers. Placement of Reducer on Branch can be fused light to crotch as possible
upon request.
PLEASE NOTE!! - SPECIFICATIONS
Dimensions and appearance are subject to change without notice due to design, production modifications or other various factors
affecting production. Dimensions are approximate. Angle tolerance for fabricated elbows is +/- 2 degrees_ All litfings are subject to
Infinity Plastics "Standard Terms and Conditions."A copy of this drawing must accompany all purchase orders for this fitting. All
other dimensions are to tolerances of+/- 1.0"
KDPE Fabricated Fittings supplied by Infinity Plastics are designed to meet AWWA C901JC906 fitting requirements and are
manufactured from PPI and NSF listed resins in accordance with the material speciGcation PE4710 listed in ASTM D3350 with a cell
classification of 445574C or better. Suitable for butt welding to pipe manufactured to ASTM D2513, D3035, F714 with similar resins.
*Pressure Ratings are calculated using 0.63 design factor for BDS at 73"F as listed in PPI TR-4 for PE4710 materials.
INFINITY PLASTICS 1124 Horicon St., Mayville, WI 53050
P 920-387-0200 / F 920-387-0300 / infinityplasticsC sbcrlobal.nel

INFINITY PLASTICS
"Where Fabricated HDPE Fittings Are Endless"
IPS Fabricated 450 Lateral Reducing Wye,
Unreinforced
(Dimensions in Inches)
C
B
MAIN BRANCH T WPR
ght
IPS Size Pipe O.DJI.D. Pipe O.DJI.D. A (in) B (in) C (in) SDR (psi) (Ibs)
14" X 4" 14.00/11.301 4.50/3.633 42.00 ; 11.0 1 42.00 11 80 175
14" X 6" 14.00/11.301 6.625/5.349 42.00 I 11.0 142.00 11 80 178
14" X 8" 14.00111.301 8.625/6.963 42.00 11.0 42.00 j 11 80 182
14" X 10" 14.00/11.301 T 10.750/8.679 42.00 11.0 42.00 11 80 184
16" X 6" 16.00/12.915 6.625/5.349 44.00 1 13.0 44.00 11 80 240
16" X 8" 16.00/12.915 8.625/6.963 44.00 j 13.0 44.00 11 80 245
16" X 8" 16.00112.231 8.625/6.594 44.00 13 0 44.00 9 ] 00 289
16" X 10" 16.00/12.915 10.750/8.679 44.D0 13.0 44.00 11 80 250
16" X 12" 16.00/12.915 12.750/10.293 44.00 1 13.0 44.00 11 80 255
18" kW;-- 18.000/14.532 6.625/5.349 57.00 1 14.0 57.0 11 80 410
18" X 6" 18.000/14.532 6.625/5.349 57.D0 14.0 57.0 I I 80 410
NOTE: Reduced Branch may consist of multiple step reducers. Placement of Reducer on Branch
can be fused tight to crotch as possible upon request.
PLEASE NOTE M - SPECIFICATIONS
Dimensions and appearance are subject to change without notice due to design, production modifications or other various factors
affecting production. Dimensions are approximate. Angle tolerance for fabricated elbows is +/- 2 degrees. All fittings are subject to
Infinity Plastics "Standard Terms and Conditions. " A copy of this drawing must accompany all purchase orders for this filling. All
other dimensions are to tolerances of +/- 1.0"
HDPE Fabricated Fittings supplied by Infinity Plastics are designed to meet AWWA C901/C906 fitting requirements and
are manufactured from PPI and NSF listed resins in accordance with the material specification PE4710 listed in ASTM
D3350 with a cell classification of 445574C or better. Suitable for butt welding to pipe manufactured to ASTM D2513,
D3035, F714 with similar resins. Vressure Ratings are calculated using 0.63 design factor for HDS at 73°F as listed in
PPI TR-4 for PE4710 materials.
INFINITY PLASTICS 1124 Horicon St., Mayville, WI 53050
P 920-387-0200 / F 920-387-0300 / inlinitvplasticsra'sticglobal.net

,10 LEE 1 305 1" St., P.O. Box 35, Charleroi, PA 15022
SUPPLY G0. INC. T:724-483-3543 • F:724-483-0577
1-800-353-3747 • www.leesupply.com
• .
Rim
UNDERGROUND (NARKING TAPE
Manufacturing Specification Data Sheet
STANDARD DETECTABLE
Property
Test Method
U.S. Value
Metric Value
Overall Thickness
ASTM D-2103
5.0 Mil (Nominal)
0.125 mm
Foil Thickness
ASTM D-2103
0.35 Mil
8.89 microns
Weight
ASTM D-2103
25 Ibs/1000 ftZ
12.3 kg/100 m'
Tensile Strength
ASTM D-882
7798 PSI
53.8 MPa
35.1 Ibs/in width
156.1 N
Elongation
ASTM D-882
110%
110%
Printability
ASTM D-2578
> 40 dynes
> 40 dynes
Key Features and Benefits
* Three layer lamination - aluminum foil between two plastic layers
* Identifies, protects, and locates buried lines
* Locatable by inductive and conductive methods
*Suitable for open trench applications
* Lead free pigments maintain color vibrancy in the soil
* Acid and alkali resistance enhances long term integrity in the ground
* Environmentally safe buried print ensures long lasting warning message
* Meets American Public Works Association (APWA) National Color Code
* Available in blue, green, yellow, red, orange, and purple background with black lettering
Approvals
* U.S. DOT, Office of Pipeline Safety
x NTSB, Prevention of Damage to Pipeline Study
* OSHA, Location of Underground Utility Lines Regulation
' API, Recommended Practice For Marking Buried Petroleum Pipelines
* GSA, Public Buildings Mechanical & Electrical Equipment Specification
* REA, National Electrical Safety Code for Underground Construction

IEE I / 305 11' St., P.0 Box 35, Charleroi, PA 15022
SUPPLY CO. IN/C. T:724-483-3543 • F:724-483-0577
1-800-353-3747 • www.leesupply.com
OPTIMA
I -
Columbus, Ohio Service Center Optimas OE Solutions
Certificate of Conformance
Customer: Lee Supply Company
Purchase Order All Zinc Stud Kits
Date Description Material Specification
05/22/19 Full Thread Studs Zinc Plate A307 Carbon Steel
05/22/19 Finished Hex Nut -Carbon Steel Zinc Plate A307 Grade A
05/22/19 U55 Flat Washer Carbon Steel Zinc Plate ASTM F844 Grade A307
We hereby certify that the above is correct and that all the parts and ! or material turnlshed nave been manuracturea in
accordance with applicable quality requirements. We also certify that all parts and / or materials conform to
the applicable drawings, specifications, and conditions set forth on the purchase order as contained in the
records of this company.
John Tillman
Columbus ,Ohio Service Center
412-249-2024 fohr.tittman o lima .cam

30A 1' St. PO Aoi 35 .hadtmi. PA K012
�/
LP — Co. !1 t 724 J37-SSJ3 • F 724 483 0511 1
1.800-353.3747 • www,I-wPPN• mm
1 /
Oil Resistant Nitrile Sheet — Black
Nitriles are special purpose rubbers with superior oil and solvent resistant
properties compared to most other polymers.
Style 35 — Commercial
Commercial blend nitrile is offered in a range of five durometers: 40 thru
80 duro, in order to perform in a wide variety of applications.
Designed to meet ASTM specifications for 1 BE material.
Physical Properties
Duromaler
Thickness
Width
Hardness
Per
Style
Inches
Inches
Shore A s5
40
Tenslle
Bo tiatbe
Temperature
Lk. Feet 35'
Finish
Specfllealloas
ASTM D-2000
SAE J200, IBE 408
35
1/16 thru 1
36 8 48
800
350
300^
—207
to +170°F
1/8-2.5
1/8-2.6
'Smooth
35
1/32 thru 1
36 & 4B
50
800
—207
to +1707
'Smooth
ASTM D-2000
SAE J200, IBE 508
35
1/32 thru 1
36 8 48
60
900
300
—20`F
to +1707
118-2.6
'Smooth
ASTM D-2000
SAE J200, IBE 609
35
1/32 thru 2
36 & 48
70
1000
200
—201F
to +1707
118-2 7
"Smooth
ASTM D-2000
SAE J200, IBE 710
35
1/i6 thrul/4
36
80
1000
100
—207118-2.9
to +170°F
'Smooth
ASTM D 2000 SAE J200, IBE 810
'Also available in Matte Finish.
Style 36 — Premium
Premium nitrile is formulated to give maximum oil resistance. The higher
cost is offset by longer service life in demanding applications. This is a
warehouse stock item in 60 durometer. Other hardnesses are available on
a made -to -order basis.
Physical Properties
durometer
Thickness
Wldlh
Ilerdness
Wt. Per
we
Inches
Was
Shore A sb
Toadle
Benpatlon
TempereEsre
Um. Foot W
Fkkh
SpeeliftNene
—40"F
ASTM D-2000
36
1116 thru l/4
36'
60 1300
300 to +180°F
1/8-2.4
Smooth
6BG 613. A14, 914,
E014, E034, F17
*48 inch width available on request.
kJ

LEE'
/icsrs�.Pa3v�sc..ir•�ars,uIE
yy� y r, �. r nJ ees-35A •. il: IBJ.0511
El
New Design Features
• Redesigned degree position indication plate for
Lever type valves
• Molded valve body tag holes
• Increased internal sealing performance
Standard Features (Sizes 1-1/2" - 14")
• 316SS Stem with full disc engagement
• Full seat design eliminates gaskets
• Seat overtightening prevention
• Lockout-Tagout - lever handle molded padlock provision
and 2-molded valve body tag holes
• Highly visible 0° to 90' position indicator
with 19 fine adjustment locking positions
• ISO 5211 F07 - F14 bolt circle on top flange
• Polypropylene stem retainer
• Spherical disc design
• Non -wetted stem and body - Isolated from the media
• Plasgeaffm operator
Options
• Pneumatically and electrically actuated with accessories
• 2" square operating nuts
• Stem extensions
• Chain operators
• Manual limit switches
- Speed HandleTm - For Plasgearrm operator
Parts List (Lever: Sizes 1-1/2" - 8")
PARTS
NO.
DESCRIPTION
PCs.
MATERIAL
1
Body
1
PVC, CPVC, PP, PVOF
2
Disc
1
PVC, CPVC, PP, PVDF
183
Seat bush (A]
1
PVC, PP, PVOF*
1641
Seat bush [B)
1
PVC, PP, PVDF*
3
Seat
1
EPDM, FKM, NBR
6 0-ring (C ]
1
EPDM, FKM, NBR
185
0-ring [I]
4
EPDM, FKM, NBR
7
Stem
1
Stainless Steel 316
B
Stem Retainer
1
PP
1571
Screw IF)
4
Stainless Steel 304
is
Handle
1
PP
16A
Metal Handle Insert
1
Stainless Steel 316L
17
Handle Lever
1
PPG
18
Pin
1
PPG
19
Spring
1
Stainless Steel 304
Washer [AJ
1
Stainless Steel 304
L21
Bolt [B)
1
Stainless Steel 304
22
Locking Plate
1
PPG
23
Screw [B]
4
Stainless Steel 304
24
Cap [A]
1
PP
* Used for CPVC and PVDF
Parts List (Gear: Sizes 1-1/2" - 14")
_ PARTS
NO. DESCRIPTION 11PC5. MATERIAL
1
Body
1
PVC, CPVC, PP. PVDF
2
Disc
1
PVC, CPVC, PP, PVDF
183
Seat bush (A)
1
PVQ PP, PVDF*
184
Seat bush [B)
1
PVC, PP, PVDF-
3
Seat
1
EPDM, FKM, NBR
6
0-ring (C)
1
EPDM, FKM, NBR
185
O-ring (I)
4
EPDM, FKM, NBR
7
Stem
1
Stainless Steel 316
FB
Stem Retainer
Screw (F)
1
PP
Stainless Steel 304
57
4
Gearbox
1
Plesgearm
E282
Bolt(C)
4
Stainless Steel 304
Gasket
1
El
* Used for CPVC and PVDF
ASAHI/AMERICA www.asahi-america.com • [e-mail] - Tel: [phone]- Fax: [phone]
Rev. 11-22

Cv Values
Nominal
Size
ICV values at various
opening degrees
Inches mm
30°
1 60°
1 90°
1-1/2" 40
4
43
71
2" 50
7
73 120
65
15
153
250
3° 80 18 183
300
4" 1 100
28
287
470
5" 125 49
506
B30
6"
150
66
671
1100
B"
200
150
1525
2500
10"
150
232
2355
3860
12"
300
342
13477 57DO
14"
350
386
13921316440
Wt. Obs.)
Nominal
Size
PVC CPVC
i
PP
PVDF
Inches 1 mill
Lever
Gear
Lever
Gear
Lever Gear
Lever + Gear
1-1/2" 40
1 2.9
7.5
-
-
2.4 6.8
3 7.7
2" 50 3.3
7.7
3.3
7 B
2.6 7.3
3.7 8.4
2-L/2"j
65
3.8
8.4
-
3
7.5
4.2 j
8.8
3'
BO
4-2
8.6
4.2
8.6
3.5
8
4.9 93
4"
1DO
5.5
10
5.5
10
4.4
8.8
6.4
10.8
5"
125
10.8
14.3
-
B.8
12.3
12.6
16.1
6"
150
12.8
16.3
13
16.5
10.1
13.7
15.2
18.7
B"
200
20.5
23.6
1 20.5
24
16.3
19.6
24.3
27.6
10"
250
-
32.4
35
27
41
12" 300
61.7
65
53 76
14" 350
67
1
58 t 81
Vacuum Service - Lever
Nominal
Size Inches of
Mercury
Inches min
1-1/2" 40 -29.92 1
2" 50 1 -29.92
2-1/2"
B5
-29.92
3"
80
-29.92
4"
100
-29.92
5"
125
-29.92
6"
150
-29.92
B" 1 200 1 -29.92 1
Vacuum Service - Gear
Nominal
Size
Inches of
Mercury
Inches
mm
1-1/2"
40
1 -29.92
2"
50
-29.92
2-1/2"
65
-29.92
3'
80
-29.92
4'
100
-29.92
5'
125
-29.92
6"
150
-29.92
' B"
200
-29.92
10"
250
-29.92
12"
300
-23.62
14"
350
-23.62
Pressure vs. Temperature (psi, water, non -shock)*
Body PVC
PVC
PP,PVDF
CPVC
CPVC
PP
PP,PVDF
PVDF
PVDF
Disc PVC
Nominal
Sae
31'F
120T
30°F
12G°F
121°F
140°F
30°F
140°F
141°F 161°F
16o'F 1781E
177-F
195-F
•5°F
140°F
141°F
175°F
WF
140°F
141T
175-F
178°F
210°F
211°F
250°F
.
Inches
min
1-1/2"
40
150
150
70
150
100
150
100
85
75
2"
50
150
150 70
150
120 100
55
150
100
150
100
85
75
2-1/2"
65
150
15D 70
150
100
150
100
85
75
3"
80
150
150 70
150
120
100
55
557
150
100
150
100
10D
85
85
75
75 j
4"
10D
150
150 45
150
120
100
150
100
150
5" 125
150 150 45
150
100
150
100
85
75
6" 150
150
150 45
150 1 120
100
55
, 150
100
150
100
95
75
8" 200
150
150 40
1 150 120
100
55
150
85
150
85
75
60
10" 250
150
150 40
150 120
100
50
150
85
150
85
75
60
12" 300
100
1DO 30
100 90
70
40
100
60
100
60
45
30
14` 350
100
1D0 30
100
45 100
45
30
15
' FKM seat butterfly valves have a low temperature limit of 23°F. regardless of body/disc material
•'For Lug style data consult factory
® www.asahi-america.com - [e-mail] •Tel:[phone] •781-321-5409-Fax:[phone] ASAHI/AMERICA
Rev 11-22

!•� jilt �
1
Dimensions (Sizes 1-1 /2" - 14") (in.)
I A2
i Nominal Size I 7Cn
Class 150 Number Gear Boxd of handle Te
lInches I mm h i D D1 02 03 L H H1 H2 H3 f Al A2 notations
1-1/2"
40mm
1.77
3.88
4 0.62
5.91
2.133
4.80
1 6.30
1.54
5.12
1 2.95
3.-14
3.54
8.27
6.57
2.52
1
2'
50mm
2.2#5.50
4 0,75 6.50
3.23
4.80 630 1.65
5.51 3.25
4.13 354
8.66
6.57
2,52
2-1/2"
61
2.7
4 0.757.28
3.78
4.80
8.3D
1.81
5.91 3.64
4.53
3.54
9.06
6.57
2.52
3'
80mm
3.0
4 0.751 8.31
4.17 4.80
6.30 1.81
6.50 4.15 5.12
3.54
9.65
6.57
252
4'
100mm
4.02
7.50
8 0.75I 9.37
5.31
4.80
6.30
2.20
7.09 4-69
5.71
3.54
10.24
6.57
2.52
Type
241
5"
1125mm 508 8.50 8 0 88 10.39
6.69
14.80
630
2.60
1 7.68 1 5.20 6.30
3.54
3.54
10.83
6-57
2.52
9.5
6"
150mm
5.91
9.50
8 10.88111.22
7.52
4.80
6.30
2.80
8,27
1 5.61 6.89
11.42
6.57
2.52
P. 8"
200mm
7.68
11.7
8 0.88 13.39: 9.53
4.80
6.30
3.43
9.49
6.691 8-11
3.54
12.64
6.57
252
10"
250mm
9.84
14.25
12 11.00
16.57
11.89
4.80
6.30
4.33
10.67
8.31
9.49
3.62
14.02
6.57
2.52
12"
1300mm
11.93
17.0
12 11.00
19.21
14.17
7,40
11,81
5.08 13.39
9.61
11.73
4.25
19.29.10.71
3.9D
Type
1243
14"
1350mm
13.82
78.75
12 1.12
21.22
.15.47
7.40
11.81
5.D8 74.45
10.63
12.80
4.25
20.35
10.71
3.90
Note: The shape and appearance of assembly differ a little with nominal size compared to the drawing
® www.asahi-america.com • [e-mail] - Tel:[phone] •761-321-5409 • Fax: [phone] ASAHI/AMERICA
Rev 11-22

�k% 305 1" St., P.0 Boa 35, Charleroi, PA 15022 ~ ID —
Si PLY Co- INC.,/ T: 724-483-3543 • F. 724-483-0577
1.800-353-3747 • www.leesupply.com
T
r
- OD - -
Lee Supply Co. Valve Spacer IPS _
NOMINAL SIZEOD (IN) ID (IN) THICKNESS (IN)
(IPS)
` 2" 4" 2.375" 1 1/4"or 2"
3" , 5" 3.5" 1 1/4"or 2"
4" I 6.56" 4.625" 1 1/4"or 2"
6" 8.5" 6.56" 1 1/4"or 2"
--� 8" 10.56" 8.5" 1 1/4"or 2"
10" 12.75" 10.625" 1 1/4"or 2"
12" 15.5" 12.5" 1 1/4"or 2"
14" 17.5" 14.625" 1 1/4"or 2"
16" 19.875" 1611 1 1/4"or 2"
18" 21" 17.75" 2"
20" 23,375" 19.75" 2"
24" 28" 23.75" 2"
1nh ""WnprONpn la Re�deO ey ,Fd [YaWr /., �C.n...e-��r.c � • ._
T:er.wNt:, Wnh[a. Y,r. • d.wigs"uLL9e51pnedFnbpos+l L6 % Faosnw�oea +ramp Lee Supply Co., Inc.
•Onu pF�wdN Wlem Me P�IHC
A 1a 1Natle0 Forf„na,rRaL ]nMalimn, Nm9naN�le! rbmP,lumiEk.
•.e �.Inw �, a...i..o ps,er,,,,e • Ni VALVE SPACER CUT SHEET u

ADJUSTABLE HANDLE EXTENSION
3" to 10" ASAHI BUTTERFLY VALVES
Outside Housing
TOP VIEW
V
ternal square housing
ith 2locking baits at
atom , not shown
7.5" Carbon steal
1" ayu—s.s. tuba
Internal square housing
2'Carban steel
4 - Q
BASE VIEW
Internal Sleeves
1.75" found As. tuba
All external sleeves are made From ASTM A-500 Grade a carbon steel
Allexlernal sleeves are powder coated OUPONT500powder coating systems
All internal material Is 304 Stainless Steel
All hardware Is 18.8 Stainless Steel
All dlmenslonsvory on length of riser and sire of valve
Handle Extension Dimensions
1836 - Range of motion ----- --1S" collasped to 34" extended
3672 - Range of motion---•—••-36" collasped to 70" extended
60120 - Range of motlon--------60" collasped to 118" extended
TOP VIEW
BASE VIEW
C)
O
O
seammn•Yer
O
O
n
Lee Supply Co., Inc
Charleroi, PA
3.-800-353-3747

45'
• ti
PRESS FIT SPACERS
1 -
8" HDPE DR17 ,
` f
4" HDPE DR11
r
10-8"
62,
pRAVANGS MUST BE SIGNED FOR APPROVAL. CUSTOMER:
4" DR11 X8" DR17 HDPE DUAL CONTAINED ELBOW 45° DNCE APPROVED ALL MATERIALS ARE NON LEE' % DRAWN BY: MATTHEW
ANCELLABEL/NON RETURNABLE. ,WPPPLY CO INC. DATE: OCTOBER 19,2017
ALL FABRICATIONS WILL BE BASED ON APPROVED BY:
THIS DEED FOR MANUFACTURE,
, IN T AND PROPERTY OF "LEE SUPPLY CO, INC"PRO IS APPROVED DRAWINGS.
INTENDED FOR MANUFACTURE, INSTALLATION, AND IDENTIFICATION USES OF PRODUCT REVISIONS:
DEPICTED AND SHALL NOT BE CIRCULATED OR REPRODUCED NATHOUT SPECIFIC IV/
PERMISSION FROM MANAGEMENT OF"LEE SUPPLY CO, INC "-ALL RIGHT RESERVED
7-1300-353-374

PRESS FIT SPACERS
8" HDPE DR17 ---_
4" HDPE DR11
4" DR11 X8" DR17 HDPE DUAL CONTAINED ELBOW 90"
THIS DRAVIINGIDESIGN PROVIDED BY AND PROPERTY OF "LEE SUPPLY CO, INC," IT 15
INTENDED FOR MANUFACTURE, INSTALLATION, AND IDENTIFICATION USES OF PRODUCT
DEPICTED AND SHALL NOT BE CIRCULATED OR REPRODUCED WITHOUT SPECIFIC
PERMISSION FROM MANAGEMENT OF"LEE SUPPLY CO, INC.-ALL RIGHT RESERVED
WINGS MUST BE SIGNED FOR APPROVAL.
APPROVED ALL MATERIALS ARE NON
:ELLABEL/NON RETURNABLE
FABRICATIONS WILL BE BASED ON
ZOVE'D DRAWINGS.
SUPPLY INC
DRAWN BY:
DATE:
PPROVED BY
REVISIONS
MATTHEW
POBER 19,2017

1 2' TK x 46" RD HDPE BLIND FLANGE W/ 4" ZINC
- HARDWARE AND NEOPRENE GASKETS (TYP.)
1 "' TK x 46" RD HDPE BOLTING FLANGE ,
(32 BOLT HOLES / 8" HOLES / 42 BOLT CIRCLE)
18" 2" S.S.
L
36" DR32.5 HDPE
33 B" I. D.
48" DR32.5 HDPE
44 e" I.D.
36" BUTT WELD END
1 Z' TK x 60" SQ HDPE BASt wi cjutizjt i
36" x 48" DR32.5 HDPE D.C.
LEACHATE SUMP
us"cleDucuou Kai Edna nii9?R
VE W-Z UI C C'Ltt PMV CRNC -ALL OT&O
µ4W(�jl��l CF' LEf SLPPLI CO INi"—PLLigB�
SEAL PLATE
311 x12"DR17
D.C. HDPE
EXTRUSION WELDS ARE NOT PRESSURE RATED
f I
DRAWINGS MUST BE SIGNED FOR APPROVAL.
L EC
G FIV
CUSTOMER
]NCE APPROVED ALL MATERIALS ARE NOW
SUPPLY CO. IN 2,1
:ANCELLABI_EINON-RETURNABLE.
DRAWN BY:
ALL FABRICATIONS WILL BE BASED ON
DATE:
kPPROVED DRAWINGS.
ANSON COUNTY
REID
6-16-2023