0403_AnsonLF_CQAreport_20200916

FINAL CERTIFICATION REPORT
prepared for
WASTE CONNECTIONS
Connect with the Future®
WASTE CONNECTIONS OF THE CAROLINAS
CONSTRUCTION OF PHASE 3, CELL 2
ANSON COUNTY LANDFILL
POLKTON, NORTH CAROLINA
ANSON
WASTE MANAGEMENT FACILITY
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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
Installation
Observations...............................................................................................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, Protective Cover
Layer, and Leachate Forcemain As -Built
Figure 3 - Moisture and Density Locations
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MJM CONSULTING, LLC in partnership with
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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
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
In

MJM CONSULTING, LLC in partnership with
1. GENERAL
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 3, Cell 2 at the Anson
County Landfill in Polkton, North Carolina.
For the cell construction, the project involved a 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. The contract drawings for the construction of Phase 3, Cell 2,
Anson Waste Management Facility, dated October 2019 and prepared by Civil & Environmental
Consultants, Inc. (CEC) of Charlotte, North Carolina, and the approved Construction Quality
Assurance & Quality Control (CQA/CQC) Plan, were used to construct Phase 3, Cell 2.
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Phase 3, Cell 2 Page 1

MJM CONSULTING, LLC in partnership with
2. PROJECT OVERVIEW
2.1 Project Team
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 Civil and Environmental Consultants, Inc. (CEC).
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 and interface 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 visited the site to
attend the Preconstruction Meeting and to observe construction of the critical phases of the liner
system installation (i.e., final clay subbase pre -liner deployment). 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.
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page 2

MJM CONSULTING, LLC in partnership with
2.2 Project Schedule
The construction of Phase 3, Cell 2 began on 9 March 2020, and was substantially completed by
28 August 2020. Sequoia Services of Greensboro, North Carolina (Sequoia) was the general
contractor for construction of Phase 3, Cell 2. MJM/Oasis had a full-time monitor on site from
10 March 2020 through the project completion date.
A pre -construction meeting was held on 10 March 2020, and was attended by representatives of
Waste Connections of the Carolinas, CEC, Sequoia, 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 13 May 2020 for the
western half, and held on 14 August 2020 for the eastern half, was attended by representatives of
Sequoia, 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.
Detailed results of the required testing and material properties, CQA monitoring services, and
required as -built surveys are contained in this final certification report.
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page 3

MJM CONSULTING, LLC in partnership with
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 east 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 Sequoia 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 twenty-seven (27) 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 is
presented in Appendix B - Section 3; our review indicated that the structural fill was placed and
compacted in accordance with the project requirements.
Sequoia 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' 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 September 2016, the
Certifying Engineer has the option to consider such methodologies for clay compaction. 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
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page 4

MJM CONSULTING, LLC in partnership with
laboratory generated curves. A total of 104 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 2 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 39 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
10-6 cm/sec, indicating that the compacted clay liner was constructed in accordance with project
requirements. In -situ clay permeability test results for Phase 3 Cell 2 are presented in Section 3
of Appendix B.
The existing liner edge was excavated by Sequoia 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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MJM CONSULTING, LLC in partnership with
3.3 Geosynthetic Clay Liner, HDPE Geomembrane,
and Geocomposite Installation Observations
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 to two CQA monitors were 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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MJM CONSULTING, LLC in partnership with
• 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, 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 initial interface testing data that was obtained 6 May 2020 indicated that there was a failure
to meet minimum requirements for the peak and large displacement design requirements. The
CETCO Bentomat vs. the Skaps 60-mil. HDPE interface failed at the 10,000 and 16,000 psf
normal stress. It was noted that this was occurring due to the asperity heights. The
geomembrane asperity heights on the samples were varying from heights as low as 21 mils to
heights as high as 33 mils and in general we were finding that this particular roll, which had been
tested and used, was exhibiting lower than normal values for peak and large displacement.
Subsequently these rolls were looked at more closely and evaluated. It was determined that a
total of 12 rolls were exhibiting asperity heights lower than anticipated and also lower than noted
in the manufacturer's quality control data. The engineer, Civil and Environmental Consultants,
Inc. (CEC), was involved and did a data evaluation on 13 May 2020. They basically came up
with a factor of safety evaluation for a number of stability runs, and this data is also included in
Appendix E.
The 12 rolls that were noted to be failing for asperity heights were removed from the jobsite and
replaced with new rolls with a minimum asperity height of at least 27 mils.
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MJM CONSULTING, LLC in partnership with
The asperity heights were required to be no less than 27 mils, so the material that was produced
to replace these 12 rolls was tested again. 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 evaluation are contained in
Appendix E
The TRI data was compared with the Anson Landfill Phases 3-4 Permit to Construct Application
and the CQA Plan, prepared by Civil and Environmental Consultants, Inc. (CEC) dated
September 2016 (see Section 5.1 of the Permit to Construct Application). All of this interface
data is also presented in Appendix E. Each friction angle test was performed under a wetted
condition. The lowest interface friction data was for the textured geomembrane vs. GCL,
GCL/clay which exhibited a peak of 17.6° and 113 PSF adhesion. This value exceeds project
requirements of 110 for baseline construction. The composite liner materials were approved for
use in cell construction.
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 also 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
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page 8

MJM CONSULTING, LLC in partnership with
SERVM OASIS
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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 1.
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page 9

MJM CONSULTING, LLC in partnership with
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
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page 10

MJM CONSULTING, LLC in partnership with
was sent to the MJM/Oasis 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.
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 digging holes and manually measuring the thickness of the
cover.
The construction of Phase 3, Cell 2 was completed in substantial compliance with the approved
permit drawings, Anson Landfill Phases 3-4 Permit to Construct Application, prepared by CEC
dated September 2016. Construction was completed in accordance with:
(i) The CQA plan;
(ii) The conditions of the permit to construct;
(iii) The requirements of this Rule; and
(iv) Acceptable engineering practices.
Please contact Mr. Michael J. Monteleone, P.E. at [phone], or mikemontel(acomcast.net
with any questions or comments regarding this report.
►A
eone, P.E.
CQA Engineer of Record
Anson Waste Management Facility Final Certification Report
Phase 3, Cell 2 Page I

PHOTOGRAPHS

Phase 3 Cell 2
1.Subgrade
2. Clay Sub -base
3. Compaction
4. Test Pad
Page:116

Phase 3 Cell 2
5. Conditioning
6. Lift for Test pad
7. Shelby Tube
8. GCL
Page:216

Phase 3 Cell 2
9. GCL Overlap
10. Liner Deployed
11. Seaming
12. Air Test
Page:316

Phase 3 Cell 2
13. Repair
14. Vacuum Test
15.1-iner complete
16. GDL
Page: 416

Phase 3 Cell 2
kka
17. Start of PC
18. PC Placement
1.
19. LCS Line
20. Leachate Line
Page:516

Phase 3 Cell 2
21. PC and LCS
22. Tie in
23. 57 Stones in LCS
24. Phase 3 Cell 4
Page:616

FIGURES

Figure 1
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Figure 2
Record Drawing for Top of Subgrade, Clay Subbase,
Protective Cover Layer, and Leachate Forcemain As -Built

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1042
461384.321652484.60
283.74
2042
286.07
2.33
1043
461359.57
1652441.19
284.00
2043
286.32
2.32
1044
461310.14
1652354.27
284.32
2044
286.69
2.37
1045
461285.41
1652310.75
284.51
2045
286.86
2.35
1046
461260.73
1652267.25
284.69
2046
287.04
2.35
1047
461236.001652223.81
284.94
2047
287.32
2.38
1048
461211.251652180.33
285.04
2048
287.4
2.36
1049
461186.611652136.81
285.30
2049
287.73
2.43
1050
461161.891652093.45
285.78
2050
287.93
2.15
1051
461135.391652050.92
287.28
2051
289.3
2.02
1052
461108.301652008.89
288.98
2052
291.14
2.16
1053
461082.071651966.26
291.08
2053
293.12
2.04
1054
461057.451651922.70
293.23
2054
295.25
2.02
1055
461033.41
165187A 90
295.37
2055
297.4
2.03
1056
461009.141651835.23
297.35
2056
299.42
2.07
1068
461334.78
1652397.69
284.06
2068
286.52
2.46
1537
461326.42
1652112.91
280.42
2537
282.56P6.37
1539
-461263.601652091.09
282.62
2539
284.73
1545
461530.291652384.81
273.50
2545
276.52
1547
461540.78
1652360.39
271.57
2547
277.941548
461525.65
1652344.05
273.66
2548
276.17
1549
461537.63
1652348.61
271.54
2549
277.92
6.38
1550
461535.47
1652335.06
271.58
2550
277.52
5.94
1551
461532.44165232K02
271.53
2551
276.02
4.49
1552
461530.351652317.83
271.59
25S2
275.66
4.07
1557
461548.001652314.50
271.44
1 2557
275.58
4.14
1558
461552.681652335.95
271.42
2558
277.95
6.53
1559
461546.26
1652353.92
271.51
2559
278.24
6.73
1868
461355.97
1651690.68
294.56
2868
296.62
2.06
1869
461384.161651731.74
292.38
2869
294.47
2.09
1870
461400.88
1651722.11
297.96
2870
300.06
2.10
1871
461403.841651720.19
298.05
1 2871
300.13
2.08
1874
461412.821651773.04
290.25
1 2874
292.44
2.19
1815
461429.13
1651763.40
296.26
2875
298.32
2.06
1876
461432.42
1651760.95
296.23
2876
298.32
2.09
1879
461434.52
1651818.32
288.27
2879
296.35
2.08
1880
461450.76
1651808.02
294.99
2880
297.07
2.08
1881
461454.18
1651805.65
294.91
2881
296.98
2.07
1884
461444.11
1651870.57
286.27
2884
288.48
2.21
1885
461463.93
1651858.89
293.90
2885
295.97
2.07
1886
461466.77
1651857.33
293.80
2886
295.89
2.09
1889
461455.91
1651921.50
284.31
2889
286.41
2.10
1890'
461476.39
1651908.91
292.12
2890
294.20
2.08
1891
461479.601651907.37
292.08
2891
294.12
2.04
1892
461486.111651903.69
290.50
2892
290.50
0.00
1894
461489.511651959.70
289.72
2894
291.74
2.02
1895
461492.801651957.85
289.63
2895
291.69
2.06
1896
461499.08
1651954.09
288.01
2896
288.00
-0.01
1898 1
461470.381651971.24
282.48
2898
284.57
2.09
1899
461485.08
1652020.32
280.75
2899
282.99
2.24
1900
461503.021652009.90
287.58
2900
289.61
2.03
1901
461506.581652007.81
287.64
2901
289.70
2.06
1904
461500.81
1652069.14
279.28
2904
281.43
2.15
1905
461514.701652060.97
1
284.43
2905
286.48
2.05
1906
461518.38
1652058.61 1
284.50
2906
286.57
2.07
1909
461515.89
1652118.18 1
277.97
2909 1
280.02
2.05
1910
461528.421652109.84
282.39
2910
284.45
2.06
1911
461536.67
165210S.81
280.18
2911
284.11
3.93
1913
461526.911652169.61
276.40
2913
278.56
2.16
1914
461541.51
1652161.08
282.13
2914
284.14
2.01
1915
461549.391652156.20
279.34
2915
283.95
4.61
1917
461532.45
1652206.63
275.37
2917
277.58
2.21
1918
461552.201652202.30
282.12
2918
284.16
2.04
1919
461560.211652199.96
279.27
2919
283.90
4.63
1921
461565.341652262.07
281.44
2921
283.53
2.09
1922
461569.04
1652261.14
281.43
2922
283.44
2.01
1923
461574.22
1652257.71
279.55
2923
283.87
4.32
1925
461581.661652326.29
281.40
2925
284.11
2.71
1926
461585.101652325.95
281.38
2926
284.23
2.85
1927
461592.99
1652326.50
279.53
2927
283.52
3.99
1930
461583.34
1652338.38
281.29
2930
283.42
2.13
1931
461586.681652338.25
281.33
2931
283.62
2.29
1932
461594.161652343.55
279.42
2932
283.42
4.00
1933
1 461582.011652353.94
281.35
2933
283.92
2.57
1934
461585.841652354.83
281.31
2934
284.03
2.72
1935
461589.941652359.55
279.88
2935
281.94
2.06
1936
461578.85
1652370.11
281.73
2936
283.78
2.05
1937
461576.13
1652367.98
281.64
2937
283.76
2.12
1938
461582.45
1652375.43
279.74
2938
281.94
2.20
1939
461566.02
1652381.39
281.81
2939
284.28
2.47
1940
461568.841652383.85
281.69
2940
284.00
2.31
1941
461548.16
1652401.43
281.66
2941
284.18
2.52
1942
461550.791652403.83
281.60
2942
284.12
2.52
1943
461521.09
1652433.07
281.66
2943
284.13
2.47
1944-
461523.821652435.39
281.55
29"
284.57
3.02
1945
461478.871652462.25
278.75
2945
281.00
2.25
1946
461485.281652473.23
282.95
2946
285.30
2.35
1947
461487.611652476.43
282.78
2947
285.32
2.54
1948
461446.29
1652505.56
280.30
2948
282.54
2.24
1949
461451.901652515.02
284.25
2949
286.27
2.02
1950 1
461453.941652518.01
284.26
2950
286.34
2.08
1951
461421.43
1652534.95
281.81
29S1
284.00
2.19
1952
461436.091652542.34
284.43
2952
286.43
2.00
1953
461432.201652538.40
284.02
2953
286.03
2.01
1956
461328.07
1651648.91
297.02
2956
299.04
2.02
1957
461341.96
1651640.50
302.34
2957
304.48
2.14
1958 1
461345.981651638.31
302.25
2958
304.64
2.39
1962
461375.041651678.38
299.95
2962
301.98
2.03
2122
461043.001651815.35
296.53
3122
298.56
2.03
2123
461068.291651858.58
294.36
3123
296.39
2.03
2124
461093.42
1651901.68
292.24
3124
3125 1
294.36
292.17
2.12
2125
461118.73
1651944.89
290.14
2.03
2126
461143.841651988.00
288.33
3126
290.43
2.10
2127
461169.23
1652031.30
286.66
3127
288.70
2.04
2128
461194.281652074.47
285.06
3128
287.16
2.10
2129
461219.511652117.54
284.42
3129
286.60
2.18
2132
461295.221652247.09
284.28
3132
286.49
2.21
2133
461320.451652290.39
284.05
3133
286.44
2.39
2134
461345.691652333.57
283.87
3134
286.06
2.19
2135
461370.901652376.66
283.65
3135
285.95
2.30
2136
461396.10
16S2419.86
2.83.35
3136
285.45
2.10
2137
461421.411652462.94
282.01
3137
284.19
2.18
2139
461464.531652437.69
279.64
3139
28134
2.10
2140
461439.33
1652394.53
281.29
3140
283 43
2 14
2141
461414.05
1652351.40
282.29
2142
461388.83
1652308.19
282.45
2258
461359.721651861.94
286.98
3258
289.10
2.12
2259
461334.481651818.78
288.81
3259
290.83
2.02
2260
461309.361651775.55
290.83
3260
292.95
2.12
2261
461284.061651732.48
293.14
3261
295.21
2.07
2262
461258,911651689.22
295.41
3262
297.46
2.05
2286
461302,091651664.13
296.31
3286
298.35
2.04
2287
327.2811651707.271
293.92
3287
296.05
1 2.13
2288
461352.5111651750:411
291.70
3288
293.89
2.19
2289
461377.711651793.45
889.53
3289
291.77
2.24
2290
461402.9311651836.741
287.72
3290
289.74
2.02
2291
461428.2111651879.851
285.99
3291
288.04
2.05
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REI9SIONS
Fk LAWRENCE Top of Cloy - Top of Cover I/ericotion East End FOL 9-10-20
ASSOCIATES Phase 3 - Cell 2 Anson County Landfill
1eJefferson St. Waste Connection ( Owner
Monroe, , North Carolina 28112
P 704-289-1013
F 704-283-9035 Anson County, North Carolina
www.lawrencesurveying.com
Firm License Number: C-2856 Orig. scale. I" = 50 Date. September 8, 2020 Drown By. FDL
Job No. 1952-5603 PH3 CeI12 DrawingEost End Top Cloy -. Top Cover 9-9-20 Drawing # 201
2143
1 461363.58
1652265.09
282.65
3143
284.77
2.12
2144
461338.4116522255
282.73
3144
284.86
2.13
2145
461313.171652178.79
282.70
3145
284.77
2.07
2146
461287.97
1652135.53
282.71
3146
284.74
2 03
2148
461237.45
1652049.16
284.23
3148
286.28
2.05
2149
461212.201652006.06
285.78
3149
287.80
2.02
2150
1 461187.06
1651962.85
287.36
31SO
289.37
2.01
2151
461161.82
1651919.61
289.09
3151
291.15
2.06
2152
461136.681651876.61
291.11
3152
293.11
2.00
2153
461111.43
1651833.36
293.27
3153
295.30
2.03
2154
461086.23
1651790.19
295.51
3254
297.55
2.04
2179
461129.47
1651764.88
294.38
3179
296.45
2.07
2180
461154.611651808.09
292.17
3180
294.24
2.07
2181
461179.83
1651851.31
289.88
3181
291.92
2.04
2182
461205.011651894.44
288.07
3182
290.11
2.04
2183
461230.241651937.61
286.46
3183
288.50
2.04
2184
461255.451651980.74
284.88
3184
1 286.97
2.09
2185
461280.681652023.97
283.29
328S
285.34
2.05
2186
461305.95
1652067.08
•281.83
3186
283.95
2.12
2187
461331.20
1652110.31
280.48
3187
282.70
2.22
2188
461356.38
1652153.57
280.02
3188
282.08
2.06
2189
461381.58
1652196.62
280.14
3189
282.29
2.15
2190
461406.781652239.88
280.16
3190
282.21
2.05
2191
461432.03
1652283.01
279.67
3191
281.77
2.10
2192
461457.211652326.06
279.18
3192
281.22
2.04
2193
461482.461652369.27
278.09
3193
280.25
2.16
2194
461507.75
1652412.54
276.33
3194
278.42
2.09
2197
461500.32
1652300.84
274.99
3197
277.02
2.03
2198
1 461475.11
1652257.66
275.77
3198
277.99
2.22
2199
1 461450.031652214.61
276.32
3199
278.62
2.30
2200
461424.801652171.40
276.95
3200
279.01
2.06
2201
461399.501652128.14
278.34
3201
280.40
2.06
2202
461374.211652085.05
279.72
3202
281.77
2.05
2203
461349.111652041.91
281.02
3203 1
283.04
2.02
2204
461323.751651998.73
282.50
3204
284.51
2.01
2205
1 461298.641651955.53
284.01
3205
286.02
2.01
2206
461273.46
1651912.46
285.68
3206
287.69
2.01
2207
461248.21
1651869.21
287.37
3207
289.40
2.03
2208
461222.99
1651826.09
289.13
3208
291.29
2.16
2209
461197.67
1651782.94
291.46
3209
293.57
2.11
2210
461172.541651739.66
293.83
3210
295.86
2.03
2235
461215.65
1651714.43
294.62
3235
296.66
2.04
2236 1
461240.92
1651757.57
292.34
3236
294.38
2.04
2237
461266.19
1651800.95
290.00
3237
292.02
2.02
2238
461291.351651844.06
288.13
3238
292.17
4.04
2239
461316.66
1651887.10
286.39 1
3239
288.43
2.04
2240
461341.801651930.32
284.65
3240
286.73
2.08
2241
461366.98
1651973.55
283.01
3241 1
285.08
2.07
2242
461392.33
1652016.72
281.40
3242
283.48
2.08
2243
461417.39
1652059.76
280.03
3243
282.07
2.04
2244
461442.811652102.98
278.70
3244
284.55
5.85
2245
461468.05
1652146.13
277.42
3245
279.52
2.10
2246
461493.07
1652189.41
276.07
3246
278.14
2.07
2247
461518.40
1652232.44
274.65
3247
276.84
2.19
2248
461543.51
1652275.86
273.35
3248
275.55
2.20
2253
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1652077.74
279.11
3253
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2.02
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1652034.59
280.45
3254
282.56
2.11
2255
461435.261651991.43
282.02
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284.06
2.04
2256
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283.70
3256 1
285.79
2.09
2257
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285.34
3257 1
287.40
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299,57 -1
301.1
1.53'
-30 0 15 30
IN FEET )
1 inch _ 30 ft.
REVISIONS
Su,bgrade -Top of Clay Verification FDA 9-10-20
Phase 3 Cell 2 Anson County Landfill
106_A Jefferson St. WGS to Connection (Cwn er)
Monroe, North Carolina 28112
P 704-289-1013 Anson Count North Carolina
F 704-283-9035 y
www.lawrencesurvey ng.com
Finn License Number: C-2856 r Orig. scale.• 1" 30' Date.• May 14, 2020 Drown By. FDL
Job No. 1952-5603 Phase 3 Cell 2 Drawing file.• SG TC 1952 West End Verificatiion DWG # 20182

Figure 3
Moisture / Density Test Locations

4
a
c
(
NORTH
Ile
loe
/ - 9LDPE CROSKIH CON1m0. MATRIOGI
�.• — • \� PROPOSED
_ . ' • TREE LINE
/ • �� d/SANG LIMNSPDSWAE0
OF Ob7UA12WCE
/• NOR01 P 17A
ooe
uW <
\ HO'RTTI
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PHASE 1 L �,wN0 0��1A$E��Y_
I
DX 3s �
TYPE 8
/'/ / 5EDIMFM
` tDra1 �n
e
ol
36
TYPE 9
/ 210-
2 / 2T4711
EDGE OCHER ,yp 1
LIMITS OF CONSTRUCTION l
'Y 3 L4 1
tp
LINEA SYSTEM ANCHOR ERER:K Y .-
e � AJE 'O � •/ /
IDOE QF LINER CELL TIE-IN
BETNSEN PHASi 3. 11
1 Q
OUTLET
)WE B
Dzns"t�'Tcs( •
x }fielm ■
1 AHCNOR TRENCH
w11x 5EAST
�i
CONNECTION TO EXISTING ACCESS ROAD
�I
AN LOCATED ,IN ROAD ELEVATION
AND COORDINATE TIE-IN WITH ENGINEER PRIOR
,•
TO CONSTRUCTION
4 TEMPORARY DAEASIDR D401
II
37 CUEVOT
a
36
TY1S @
l'p• ij Fi\ J/ WWI
(_ �N •' 40 TE31PORAR!' I%YERSNIN DLTD71
`�A EXI571NG PEAYME)EF '
ACCESS RCNpool
L j
loll
� / IXrsnuc
cmVEAT
� 39
C % /
/
FIELD LOCATE AND
TIE-IN TO EXISTING
/ LINER FOR PHASE 3
CELL 1
PROTECTIVE STOCKPILE
\ J� / • ` r �T
AREA ' �•
s
8 REFERENCE
1 EXInNG TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
AT 2-Ff CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC
JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 h
OCTOBER 5, 2017,
2. PROPOSED TIE-IN GRADING LOCATIONS AND ELEVATIONS ARE BASED ON
p PHASE 3 CELL 1 VERIFICATION DIGITAL DRAWINGS PROVIDED BY LAWRENCE
6 SURVEYING, INC ON OCTOBER 23. 2018
3. LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN
DATED OCTOBER 17, 2017.
A 4 TEMA FLOODPLNN INFORMATION FROM NCFLOODMAPS MAP NUMBERS:
3710644500J, 37105446
00J, 3710645500J, 37705456DOJ
S. JV16 MTIOH& WATERS OF THE w WERE OEMEATED (FVGGEp IN THE
RFIELD), CLASSIFIED, AND MAPPED BY CWS, INC ON YAY 3, 2018, MARCH
20. 21. AND 27 2019
6
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NORTH CAROLINA
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FOR ENGINEERS AND
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NO C-3035
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APPENDIX A
LISTING OF MONITORING
AND INSTALLATION
PERSONNEL

OASIS
CONSULTING
SERVICES
Oasis Consulting Services
List of Quality Assurance Monitoring Personnel
Name
Michael Monteleone
Anson Landfill
Phase 3 Cell 2
Anson, North Caroline
Title
Certifying Engineer
Saeed Abdolpour SR. Field Project Manager

HALLATON
ENVIRONMENTAL LININGS
Hallatoit Inc. Crew List
Anson Landfill 2020 — Mobilization 1
Supervisor-
Homero Telles — Master Seamer
Foreman/QualityForeman/Quality Control Representative -
Pablo Balderas
Seamine Technicians-
Gabino Rangel
Rogelio Velasquez
Oziel Cardenas
Cesar Lugo
Juan Carlos Fernandez
Ramiro Olvera Sr.
Hallaton Inc / 1206 Sparks Rd / Sparks / MD 21 152 / USA
410-583-7700 / www.hallaton.com
H

Homero Telles
Geomembrane Experience Resume - 2019
SUPERVISOR on the following job sites:
H
Material
Quantity
Project
Location
Date
.45 mil RPP
75,000
Plant Bowen Tank Lining
Euharlee, GA
Jun-19
Geotextile
75,000
160 mil HDPE Textured
802,027
Lanchester Area E Cell 2A
Narvon, PA
Jul-19
Geocomposite
400,235
GCL
400,235
Geotextile
400,132
,60 mil HDPE Textured
609,777
New Hanover County Landfill Cell 8A
Wilmington, NC
Nov-19
GCL
557,100
Geocomposite
273,600
60 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
60 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
40 mil LLDPE Textured
34,500
Sampson Rain Cover Repair
Roseboro, NC
Dec-19
Rain Cover
55,200
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Homero Telles
Geomembrane Experience Resume - 2018
SUPERVISOR on the following job sites:
H
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
24,660
Tri-City Regional Landfill
Petersburg, VA
18-May
GCL
24,660
Phase 3C
Geocomposite
24,660
60 mil HDPE Textured
318,385
Antero Clearwater Landfill
Pennsbor, WV
18-Oct
GCL
318,385
Geotextile
35,376
40 mil LLDPE Textured
134,580
LGE Mill Creek Generating
Louisville, KY
18-Nov
GCL
131,495
Station
Geocomposite
84,475
Geotextile
84,475
160 mil HDPE Textured
210,600
Carroll Grayson Galax
Hillsville, VA
18-Nov
GCL
210,600
Regional LF Cell 2
Geotextile
210,600
Rain Cover
163,773
45 mil RPP
56,700
Muddy Creek Water
Winston Salem, NC
In Progress
Geocomposite
47,900
Treatment Plant
Geotextile
126,800
40 mil HDPE Textured
213,055
Commonwealth Cap
Hegins, PA
18-Oct
40 mil LLDPE Textured
708,480
Keystone Sanitary Landfill-CES
Geocomposite
747,295
40 mil LLDPE Textured
1,053,500
Indian River Landfill
Vero Beach, FL
18-Dec
Geocomposite
2,106,400
Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152

Homero Telles
Geomembrane Experience Resume - 2017
SUPERVISOR on the following job sites:
H
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
495,000
Gaston County Landfill
Dallas, NC
17-Mar
Geocomposite
495,000
Phase 2
Rain Cover
311,400
30 mil HDPE Textured
29,700
Former Supertane Coal Tar Site
Charles Town, WV
17-Apr
Geocomposite
29,700
Restoration
Geotextile
29,700
60 mil HDPE Textured
174,832
Chesley Farm
Harwood, MD
17-Apr
Geocomposite
11,250
Swan Pond #2
.40 mil LLDPE Textured
46,500
Sampson County Landfill
Roseboro, NC
17-Jul
(Rain Cover
1,347,500
Cell 8 & West Slope Rain Cover
Anchor Down Ballast
430,000
XR5 (8138)
74,785
Talbot County WTP Lagoon
Easton, MD
17-Sep
Rain Cover (DBBW)
352,800
40 mil LLDPE Textured
248,825
Titus Ash Landfill Closure
Birdsboro, PA
17-Oc1
Geocomposite
248,350
40 mil LLDPE Textured
1,168,200
South Wake Landfill
Wake, NC
17-Dec
Geocomposite
1,168,200
Unit Partial Closure
60 mil HDPE Textured
683,100
Ann Street Landfill
Fayetteville, NC
17-Dec
Geocomposite
675,000
Phase 4- Cell 9 & 10
45 mil RRP
200,161
Muddy Creek Water
Winston Salem, NC
In Progress
Geocomposite
108,360
Treatment Plant
Geotextile
316,350
Basin No.1
60 mil HDPE Smooth
534,000
Sampson County Landfill
Roseboro, NC
In Progress
60 mil HDPE Textured
487,000
Cell 10
Geocomposite
1,021,200
Rain Cover
720,000
50 mil LLDPE Suer Grip
246,602
Georgia Pacific
Wyoming, WV
In Progress
Synthetic Turf
246,602
North Spring Branch Landfill
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Pablo Bladeras
Geomembrane Experience Resume - 2019
QUALITY CONTROL on the following job sites:
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
330,775
Taylor County Cell 15
Mauk, GA
May-19
GCL
330,775
Rain Cover
448,725
60 mil HDPE Textured
1,219,345
Indian River County Landfill
Vero Beach, FL
Jul-19
40 mil LLPDE Textured
570,553
Segment 3 Cell 2 & Partial Closure
Geocomposite
1,659,430
GCL
422,829
60 mil HDPE Textured
802,027
Lanchester Area E Cell 2A
Narvon, PA
Jul-19
Geocomposite
400,235
GCL
400,235
Geotextile
400,132
50 mil HDPE Textured
829,670
Commonwealth Cell
Hegins, PA
Sep-19
,Geocomposite
414,835
GCL
414,835
Geotextile
829,670
60 mil HDPE Textured
609,777
New Hanover County Landfill Cell 8A
North Wilmington, NC
Nov-19
GCL
557,100
Geocomposite
273,600
60 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
60 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
40 mil LLDPE Textured
34,500
Sampson Rain Cover Repair
Roseboro, NC
Dec-19
Rain Cover
55,200
Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152

Gavino Rangel
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
45 mil RPP
75,000
iPlant Bowen Tank Lining
Euharlee, GA
Jun-19
Geotextile
75,000
60 mil HDPE Textured
609,777
New Hanover County Landfill Cell 8A
North Wilmington, NC
Nov-19
GCL
557,100
Geocomposite
273,600
60 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
60 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
50 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
40 mil LLDPE Textured
34,500
Sampson Rain Cover Repair
Roseboro, NC
iDec-19
Rain Cover
55,200
Hallaton, Inc —1206 Sparks Rd. —Sparks, MD 21152

Rogelio Velasquez
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
i1
Material
Quantity
Project
Location
Date
160 mil HDPE Textured
609,777
New Hanover County Landfill Cell 8A
North Wilmington, NC
Nov-19
GCL
557,100
Geocomposite
273,600
60 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
60 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
40 mil LLDPE Textured
34,500
Sampson Rain Cover Repair
Roseboro, NC
Dec-19
Rain Cover
55,200
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Oziel Cardenas
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
609,777
New Hanover County Landfill Cell 8A
North Wilmington, NC
Nov-19
GCL
557,100
Geocomposite
273,600
60 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
60 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
180 mil HDPE Textured
1,243,840
•Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
•GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
40 mil LLDPE Textured
34,500
Sampson Rain Cover Repair
iRoseboro, NC
Dec-19
Rain Cover
55,200
Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152

Cesar Lugo
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
Geotextile
294,740
Lycoming County Landfill
Montgomery, PA
Apr-19
-60 mil HDPE Textured
802,027
Lanchester Area E Cell 2A
'Narvon, PA
Jul-19
Geocomposite
400,235
GCL
400,235
Geotextile
400,132
30 mil PVC
37,885
Younkins Pud SWM Ponds
Frederick, MD
Hegins, PA
Aug-19
60 mil HDPE Textured
829,670
Commonwealth Cell
Sep-19
Geocomposite
414,835
GCL
414,835
Geotextile
829,670
60 mil HDPE Textured
191,760
Potomac County CDD Landfill
Dumfries, VA
Oct-19
Geocomposite
121,800
Cell 4 Expansion
Geotextile
83,700
50 mil HDPE SuperGrip
310,500
Millersville LF Cell 567
Severn, MD
INov-19
Geotextile
315,000
Replacement Cap
60 mil HDPE Textured
237,746
DSWA Cherry Island
Wilmington, DE
'Nov-19
Rain Cover
27,600
30 mil PVC
59,383
Harbor Point Pond
Lewes, DE
Nov-19
60 mil HDPE Textured
91,985
Crater Resources Capping
King of Prussia, PA
Nov-19
Geocomposite
91,985
Geotextile
91,985
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Juan Carlos Fernandes
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
Material
Quantity
Project
Location
Date
50 mil HDPE Textured
609,777
New Hanover County Landfill Cell 8A
North Wilmington, NC
Nov-19
,GCL
557,100
Geocomposite
273,600
160 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
150 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
160 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
.40 mil LLDPE Textured
34,500
Sampson Rain Cover Repair
Roseboro, NC
Dec-19
,Rain Cover
55,200
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Ramiro Olvera
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
:l
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
1,219,345
Indian River County Landfill
Vero Beach, FL
Jul-19
40 mil LLPDE Textured
570,553
Segment 3 Cell 2 & Partial Closure
Geocomposite
1,659,430
GCL
422,829
60 mil HDPE Textured
802,027
Lanchester Area E Cell 2A
Narvon, PA
Jul-19
Geocomposite
400,235
GCL
400,235
Geotextile
400,132
30 mil PVC
59,383
Harbor Point Pond
Lewes, DE
Nov-19
150 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
160 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152

HALLATON
ENVIRONMENTAL LININGS
Hallaton Inc. Crew List
Anson Landfill
Supervisor -
Feliciano Alonso
Foreman/Quality Control Representative -
Antonio Arvizu
Seaming Technicians-
Franscisco Lugo
Juventino Lugo
Oscar Olvera
Daniel San Juan
Eliseo Martinez
Hallaton Inc / 1206 Sparks Rd / Sparks / MD 21 152 / USA
�1 410-583-7700 / www.hallaton.com
,H

Feliciano Alonso
Geomembrane Experience Resume - 2019
SUPERVISOR on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
150,598
Nottoway County LF Cell 5
Blackstone, VA
May-19
Geotextile
150,598
GCL
149,448
Rain Cover
161,486
60 mil HDPE
257,600
Goff Mountain Closure
Charleston, WV
Aug-19
Closure Turf
371,250
Phase 2A
GCL
244,941
30 mil PVC
1,135,485
John Amos Cell Sequence 4
Winfield, WV
Oct-19
Geocomposite
1,338,366
Geotextile
851,724
Geotextile
63,005
Savannah River Mill
Rincon, GA
Oct-19
60 mil HDPE Textured
322,000
Habersham Co LF Cell
Mt Airy, GA
Nov-19
GCL
316,200
Geocomposite
341,620
Geotextile
31,500j
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152

Feliciano Alonso
Geomembrane Experience Resume - 2018
SUPERVISOR on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
60 mil HDPE Smooth
554,000
Decatur Cc LF Cell 5
Attapulgus, GA
18-Apr
Geocomposite
554,000
30 mil PVC
42,552
Tradepoint Atlantic
Baltimore, MD
18-Jun
Bio-Retention Ponds
60 mil HDPE Textured
447,390
Butcher Creek
Chase City, VA
18-Aug
GCL
447,390
Cell 3 Construction
Geotextile
447,390
Rain Cover
447,390
50 Mil HDPE IDS
725,400
AEP John Amos Closure
Winfield, WV
18-Oct
Geotextile
806,760
60 mil HDPE Textured
318,385
Antero Clearwater Landfill
Pennsbor, WV
18-Oct
GCL
318,385
Geotextile
35,376
60 mil HDPE Textured
1,350
Virginia Tech Pond
Blacksburg, VA
18-Oct
Geotextile
2,700
60 mil HDPE Textured
395,120
Goff Mountain Closure
Charleston, WV
18-Dec
Turf
190,000
Phase 2A
GCL
395,120
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Feliciano Alonso
Geomembrane Experience Resume - 2017
SUPERVISOR on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
40 mil LLDPE IDS Microsprike
690,000
Berlin Rubble
Berlin, MD
17-Mar
Geocomposite
76,000
Fill Closure
Geotextile
693,000
40 mil LLDPE Textured
1,168,200
South Wake Landfill
Wake, NC
17-Dec
Geocomposite
1,168,200
Unit A Partial Closure
50 mil Super GripNet
316,800
Accomack Closure Turf
Atlantic, VA
17-Dec
Closure Turf
316,800
Geocomposite
296,289
Rain Cover
224,235
Wind Ballast
224,235
60 mil HDPE Textured
520,000
Antero Landfill
Doddridge, VA
In Progress
GCL
650,000
Stage 1
Geocomposite
260,000
Geotextile
261,000
Rain Cover
130,000
50 mil LLDPE Suer Grip
246,602
Georgia Pacific
Wyoming, WV
In Progress
Synthetic Turf
246,602
North Spring Branch Landfill
*Partial Year Worked; August -December
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Antonio Arvizu
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
150,598
Nottoway County LF Cell 5
Blackstone, VA
May-19
Geotextile
150,598
GCL
149,448
Rain Cover
161,486
60 mil HDPE
257,600
Goff Mountain Closure
Charleston, WV
Aug-19
Closure Turf
371,250
Phase 2A
GCL
244,941
30 mil PVC
1,135,485
John Amos Cell Sequence 4
Winfield, WV
Oct-19
Geocomposite
1,338,366
Geotextile
851,724
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152

Francisco Lugo
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
30 mil PVC
37,885
Younkins Pud SWM Ponds
Frederick, MD
Aug-19
60 mil HDPE
1,673,000
Midshore II
Ridgley, MD
Aug-19
Geocomposite
1,624,718
Regional Solid Waste Facility
Rain Cover
836,500
60 mil HDPE Textured
829,670
Commonwealth Cell
Hegins, PA
Sep-19
Geocomposite
414,835
GCL
414,835
Geotextile
829,670
40 mil LLDPE Textured
210,153
Granger Wood Street Landfill Closure
Lansing, MI
Oct-19
Geotextile
210,153
60 mil HDPE
4,620
40 mil LLDPE Textured
486,663
Port Clinton Republic
Oberlin, OH
Oct-19
Geocomposite
486,663
40 mil XR-5
12,882
Backwash Basin Modutank Lining
Halmilton, OH
Nov-19
Geotextile
2,250
Rain Cover
55,200
Hawkins Point Swale
Baltimore, MD
Nov-19
Geotextile
67,500
60 mil HDPE Textured
533,681
Roxana Landfill
Roxana, IL
Dec-19
Geotextile
550,620
60 mil HDPE Textured
91,985
Crater Resources Capping
King of Prussia, PA
Nov-19
Geocomposite
91,985
Geotextile
91,985
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Juventino Lugo
Geomembrane Experience Resume - 2018
TECHNICIAN on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
150,598
Nottoway County LF Cell 5
Blackstone, VA
May-19
Geotextile
150,598
GCL
149,448
Rain Cover
161,486
60 mil HDPE
257,600
Goff Mountain Closure
Charleston, WV
Aug-19
Closure Turf
371,250
Phase 2A
GCL
244,941
30 mil PVC
1,135,485
John Amos Cell Sequence 4
Winfield, WV
Oct-19
Geocomposite
1,338,366
Geotextile
851,724
Geotextile
63,005
Savannah River Mill
Rincon, GA
Oct-19
60 mil HDPE Textured
322,000
Habersham Co LF Cell
Mt Airy, GA
Nov-19
GCL
316,200
Geocomposite
341,620
Geotextile
31,500j
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152

Oscar Olvera
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
45 mil RPP
75,000
Plant Bowen Tank Lining
Euharlee, GA
Jun-19
Geotextile
75,000
30 mil PVC
1,135,485
John Amos Cell Sequence 4
Winfield, WV
Oct-19
Geocomposite
1,338,366
Geotextile
851,724
Geotextile
63,005
Savannah River Mill
Rincon, GA
Oct-19
60 mil HDPE Textured
322,000
Habersham Co LF Cell
Mt Airy, GA
Nov-19
GCL
316,200
Geocomposite
341,620
Geotextile
31,500j
60 mil HDPE Smooth
5,206,604
Greensville County Reservoir
Jarratt, VA
Nov-19
60 mil HDPE Textured
1,011,528
Geocomposite
168,750
Geotextile
6,019,200
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152

Daniel Sanjuan
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
150,598
Nottoway County LF Cell 5
Blackstone, VA
May-19
Geotextile
150,598
GCL
149,448
Rain Cover
161,486
60 mil HDPE
257,600
Goff Mountain Closure
Charleston, WV
Aug-19
Closure Turf
371,250
Phase 2A
GCL
244,941
30 mil PVC
1,135,485
John Amos Cell Sequence 4
Winfield, WV
Oct-19
Geocomposite
1,338,366
Geotextile
851,724
Geotextile
63,005
Savannah River Mill
Rincon, GA
Oct-19
60 mil HDPE Textured
322,000
Habersham Co LF Cell
Mt Airy, GA
Nov-19
GCL
316,200
Geocomposite
341,620
Geotextile
31,500j
60 mil HDPE Textured
1,243,840
Antero Clearwater Landfill Stage II
Pennsbor, WV
Dec-19
GCL
599,850
Geotextile
600,300
Geocomposite
601,425
Rain Cover
1,231,200
Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152

Eliseo Martnez
Geomembrane Experience Resume - 2019
TECHNICIAN on the following job sites:
IMMI
Material
Quantity
Project
Location
Date
60 mil HDPE Textured
501,386
Keystone Sanitary Landfill
Dunmore, PA
Jul-19
Geocomposite
224,273
Geotextile
353,089
GCL
229,113
30 mil HDPE Textured
304,920
Keystone Temporary Cap
Dunmore, PA
Hegins, PA
Aug-19
60 mil HDPE Textured
829,670
Commonwealth Cell
Sep-19
Geocomposite
414,835
GCL
414,835
Geotextile
829,670
40 mil HDPE Textured
153,180
Keystone Tabor Cap
Dunmore, PA
Nov-19
Geocomposite
153,180
Tie In Welding
8,600
Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152

Tensiometer Model:
Device Calibrated;
Range.
Model No:
Serial No:
A/D Module Model No:
A/D Module Serial No:
Channel No:
Indicator reading with no load:
r� pjieo rorce ins.
2
52
102
152
202
252
302
OEM
ECH
Services Inc.
0
CALIBRATION CERTIFICATE
Pro -Tester (T-0100/A or T 0100SE/A]
S-Type load cell
0 - 750 lbs. Tension
M2405-750i1
40710
T 029
1418040710
NIA
I
offs-5.57477$
2
52
102
152
202
252
302
H r--15
4 Calibration Apparatus:
Pro -Cal unit, model TC-0100/A
Dead Weight:
W1 2
W2 152
W3 302
Scale.F 3.322827
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Error:
Total Deviation Error 0.00%
Temperature at time of calibration: 73 degrees F
Exitation Voltage: 1 5 ) V DC
This calibration conforms to the standards set by ASTM E4 and is traceable to NIST standards
Reference Cell:
R1 2
R2 152
R3 302
Note: A/D Module and load cell above have been systems calibrated and are considered a
matched pair. In general, calibrated A/D Modules and load cells are not interchangeable.
Calibration Technician: Brarldon Dusle Date: 01/22/20
Signature:

Tensiometer Model:
Device Calibrated:
Range:
Model No:
Serial No:
AID Module Model No:
AID Module Serial No:
Channel No:
Indicator reading with no load.
P�RPI[ecl Force lbs.
2
52
102
152
202
252
302
OEM
Services Inc.
ECH
CALIBRATION CERTIFICATE
Pro -Tester [T-0100/A or T 0100SE/Aj f ut T
^ 1 5-
S-Type load cell
0 - 750 lbs. Tension
M2405-75W
40718
T-029
1418040718
NIA
2
52
102
152
202
252
302
Calibration Apparatus:
Pro -Cal unit, model TC-0100/A
Dead Weight:
W1 2
W2 152
W3 302
Scale: 3.3292'12
Deviation Error:
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total Deviation Error (%): 0.00%
Temperature at time of calibration: 73 degrees F
Exitation Voltage: 1 5 1 V DC
This calibration conforms to the standards set by ASTM E4 and is traceable to NISI standards
Reference Cell:
R1 2
R2 152
R3 302
Note; AID Module and load cell above have been systems calibrated and are considered a
matched pair. In general, calibrated A/D Modules and load cells are not interchangeable.
Calibration Technician: Brandon Ousley Date. 011=0
Signature:

Tensiometer Model:
Device Calibrated:
Range:
Model No:
Serial No:
AID Module Model No
AID Module Serial No:
Channel No:
Indicator reading with no load:
Force lbs.
2
52
102
152
zo-.�
2s—�
302
Services Inc.OEM ECH
l
O
CALIBRATION CERTIFICATE
Pro -Tester fT-01001A or T-0100SE/A]
S-Type load cell Calibration Apparatus:
0 - 750 Ibs, Tension
M2405-750# Pro -Cal unit, model TC-01001A
80015
T-029
4111010015
NIA
Offse-4.575946
men
2
52
102
152
202
252
302
Dead Weight:
W1 2
W2 152
W3 302
Scale-.1 3.323468
Deviation Error:
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reference Cell:
R1 2
R2 152
R3 302
Total Deviation Error (%); 0.00%
Temperature at time of calibration: 73 degrees F
Exitation Voltage: E= V DC
This calibration conforms to the standards set by ASTM E4 and is traceable to NISI standards
Note: A/l] Module and load cell above have been systems calibrated and are considered a
matched pair. In general, calibrated AID Modules and load cells are not interchangeable.
Calibration Technician: Bra n Ouslay Date: 04/06/20
Signature:

Tensiometer Model:
Device Calibrated:
Range:
Model No:
Serial No:
AID Module Model No:
AID Module Serial No:
Channel No:
Indicator reading with no load:
Applied Farce lbs.
2
52
102
152
202
252
302
Services Inc.
OEM ECH(E)
alb
CALIBRATION CERTIFICATE
Pro -Tester ET-01001A or T-0100SE/A)
S-Type load cell Calibration Apparatus:
0 - 750 lbs. Tension
M2405-750# Pro -Cal unit, model TC-01001A
94399
T-029
4119094399
NIA
0
offs-3.489923
Leli
2
52
102
152
202
252
302
Dead Weight:
W1 2
W2 152
W3 302
Scalel 3.324425
Deviation Error:
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total Deviation Error (%):
Temperature at time of calibration: 73 degrees F
Exitation Voltage: 1 5 1 V DC
This calibration conforms to the standards set by ASTM E4 and is traceable to NIST standards
Note: AID Module and load cell above have been systems calibrated and are considered a
matched pair. In general, calibrated All? Modules and l0ad cells are not interchangeable.
Reference Cell:
R1 2
R2 152
R3 302
Calibration Technician: =z4z- Date, 04/06/20
Signature:

APPENDIX B
SOILS LABORATORY
TESTING RESULTS

Section 1
Structural Fill

Oasis Consulting Services MOISTURE -DENSITY RELATIONSHIP
QASIS 45 Woodstock Street
Roswell, Georgia 30075
Telephone: [phone]
CLIENT Anson PROJECT NAME Anson LF Phase 3
PROJECT NUMBER 204558 PROJECT LOCATION Cell 2
130
125
120
115
110
U
a
w 105
0
100
95
90
85
Source of Material P-1 0.0
Description of Material SF-01 Tan silty SAND (SM)
Test Method ASTM D698 Method A
Lab Technician AB
Date Sampled 3/13/2020
h Date Tested 3/17/2020
TEST RESULTS
Maximum Dry Density 111.7 PCF
Optimum Water Content 15.7 %
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
2.70
2.60
1
1 N\N
80
75
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
SF-01
Test Date: 3/19/2020
Type of Test:
Atterberg Limits
USCS Classification;
ML-CL
Sample Description:
Gray sandy silty CLAY (CL-ML)
Boring N/A
Depth' N/A
H
X
w
G
Z
H
U
H
a
a
60
X
2C
10
7
4
0
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
34
Plastic Limit
24
Plasticity Index
10
NMC 7.50%
For classification of fine- rained soils
an ine-grained fraction of coarse -grained
soils
/
�t�
P
Equat ion of "AN - l i ne `��
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
then PI= 0.9 (LL-8)
/• �`
MH OR
OH
I
ML0R
OL
0 10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (LL)

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
client
Waste Connections of Carolinas
(Project Name
Anson County Landfill Phase 3 Cell 2
(Project Number
204558
(Date
3/16/2020 Technician SL/KN
Sample #
SF-01
Classification
jGray sandy silty CLAY (CL-ML)
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
99.9
#10
2
99.1
#20
0.85
95.9
#40
0.425
90.3
#60
0.25
84.7
#100
0.15
77.6
#200
1 0.075
1 69.6
Natural Moisture Content
W
8.5
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
1!7
x
Initial Dry Mass (g)
29E 15
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0-01 0.001
100
90
--
80
—
70
—
60
as
LL 50
3E
40
i
30
20
10
0
Jun-19 Checked By: D8

fAS]
CLIENT
PROJECT
`av-K`
Anson
S
-°
Oasis
45
Roswell,
Telephone:
Wo
Consulting
odstock
Georgia
678-739-2400
Services
Street
30075
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Anson LF Phase 3
PROJECT LOCATION Cell 2
Source of Material P-2 0.0
Description of Material SF-02 Tan sandy SILT (ML)
Test Method ASTM D698 Method A
Lab Technician AB
Date Sampled 3/13/2020
Date Tested 3/17/2020
TEST RESULTS
Maximum Dry Density 107.7 PCF
Optimum Water Content 16.8 %
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
2.70
2.60
NUMBER
204558
135
130
125
120
115
110
U
d
}
w 105
0
100
95
90
i
i
85NI
I
i
80
75
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
SF-02
Test Date: 3/19/2020
Type of Test.
Atterberg Limits
USCS Classification: SC
Sample Description:
Graytan brown Clayey SAND (SC)
Boring N/A
Depth' N/A
60
H 50
X
G 40
z
r
~ 30
U_
F-
U)
Q 2C
J
a
iC
7
4
00
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
30
Plastic Limit
17
Plasticity Index
13
NMC 4.40%
For classification of fine-grained soils
and fine-grained roct ion a coarse -grained
/
/
soils.
Equat ion of Al - I i ne
Horizontal at PI=4 to LL=25.5,
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)
01\' Je400001
MH olq
OH
I
,40000r
/
----
MLoROL
,� —M_
I
10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (LL)

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Landfill Phase 3 Cell 2
Project Number
204558
Date
3/16J2020 Technician SL/KN
.Sample #
SF-02
Classification
lGray tan brown clayey SAND SC
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
91.9
#20
0.85
79.0
#40
0.425
65.3
#60
0.25
56.8
#100
0.15
48.5
#200
1 0.075
1 40.8
Natural Moisture Content
N
12.7
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
x
Initial Dry Mass (g)
289.58
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0.01 0.001
100
90
80
70
60
w
50
40
30
20
10
0
Jun-19 Checked By: DB

Section 2
Clay Liner Borrow

OASIS
CONSULTING
SERVICES
REPORT OF ATTERSERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
CB-01
Test Date: 4/1/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML-CL
Sample Description:
Reddish brown silty CLAY (ML-CL)
Boring N/A Depth' N/A
"USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results
Liquid Limit 48
Plastic Limit 27
Plasticity Index 21
60
H 50
a
X
W
0 4c
Z
F' 30
U_
F
0
a 2c
J
a
k0
7
4
00 10 1620 30 40 50 60 70
LIQUID LIMIT (LL)
NMC 12.4%
For classification of fine-grained soils
101
and f ine-grained f ract ion of coarse -grained
/
5a115
Equation of "AN -line
Horizontal at PI-4 toLL=25.5,
then PI-0.73 (LL-20)
Equation of"U°-line
Vertical at LL=16 toPI=7 G`-
then PI=0.9(LL-8)
'0000e
MH 03
OH
/�
---
MLOROL
�M
I

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
'Waste Connections of Carolinas
(Project Name
Anson Countv Ladfill Phase 3 Cell 2
(Project Number
204558
!Date
3/31/2020 Technician
SL/SA
Sample #
CB-01
Classification
Reddish brown silty CLAY (Mi.-CL)
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.9
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
99.9
#10
2
87.0
#20
0.85
80.2
#40
0.425
76.4
#60
0.25
74.0
#100
0.15
71.6
#200
0.075
69.2
Natural Moisture Content
N
12.4
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
480.43 El
Jun-19 Checked By: 05

Oasis Consulting Services
OASIS 45 Woodstock Street
Roswell, Georgia 30075
Telephone: [phone]
CLIENT Anson
PROJECT NUMBER 204558
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Anson LF Phase 3
PROJECT LOCATION Cell 2
Nig
Source of Material P-4
.. ASTM ...
Milk
L' .. 0
Date Tested ,
■■■■■■■■■■,■alk
■■■w.■■■■■■
a■►
■■■■■■■■■��►��
■
■■■■�■�■■■■►
MESON
■■■■■■■■■■■■►�■■tIMMOMOMMORROMMONk
120
11
110
U
a
Cn
w 105
`a ❑
i 100
95
3
0
90
N
O
m
P
85
0
U
m
5
7 80
TEST RESULTS
Maximum Dry Density 95.6 PCF
Optimum Water Content 25.2 %
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
2.70
2.60
CONTENT,WATER

4 OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
CB-02
Test Date: 4/1/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML
'Sample Description:
Reddish Yellow sand SILT (ML)
Boring N/A
Depth' N/A
60
H 50
a
X
w
0 4C
Z
}
~ 3C
U_
H
N
Q 2C
J
a
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.
** Sliding in the cup
Liquid Limit N/A
Plastic Limit N/A
Plasticity Index NP
NMC 20.S%
For classification of fine- roined soils
o,
ond f ine-graine d froc tion of coarse-groined
/
Lolls
/
Equation of "As - line
Horizontal at PI-4 to LL=25.5,
PP
then PI-0.73 (LL-20)
Equation of"U-line
I`
Vertical at LL=16 to PI=7 /
G�
then PI= 0.9 (LL-9)O000r
MH
OH
f/ Gv
--
lorMLOROL
_M_
I
PiW�P�1J
Ice

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
(Date
3/30/2020
Technician
ISUSA
Sample #
CB-02
Classification
Reddish yellow sandy SILT (ML)
1000
100
90
80
70
60
m
4 50
ae
40
30
20
10
0
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
99.7
#10
2
95.2
#20
0.85
92.0
#40
0.425
90.2
#60
0.25
89.1
#100
0.15
89.0
#200
0.075
86.7
Natural Moisture Content
N
20.5
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
458.51
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01 0.001
Jun-19 Checked By: E�

OASIS
I CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
3/30/2020
Technician
SL/SA i
Sample #
CB-03
Classification
I Red silty CLAY [CH-MH)
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
98.4
#20
0.85
96.2
#40
0.425
95.4
#60
0.25
94.6
#100
0.15
93.4
#200
0.075
93.2
Natural Moisture Content
K
13.8
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
480.13
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0.01
100
90
80
70
60�-
I
50
ae
40
30 — - -
20 - -
I
10 --
0 -
Jun-19 Checked By: D25
0.001

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
.Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
CB-03
Test Date: 4/1/2020
'Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red silty CLAY (CH-MH)
Boring N/A
Depth' N/A
60
H 50
�a
X
w
c 4C
z
r
t 3C
V
H
a7
Q 2(
J
a
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 68
Plastic Limit 31
Plasticity Index 37
NMC 13.8%
/
For classification of fine- rained soils
and f ine-Froined f roct ion of coarse -grained
�
S01(S
Equation of "A�-line
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
` P
Equation of "U"- I ine
Vertical at LL=16 to PI=7 /
G
then PI = 0.9 (LL-8)
oii
OH
0000OFMH
/
--
MLOR
OL
_
c �M
I
w

Section 3
Clay Liner During
Construction

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�DASIS
E, °
CLIENT
PROJECT
Anson
Oasis
45
Roswell,
Telephone:
Woodstock
Consulting
Georgia
(678)
Street
Services
30075
739-2400
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Anson LF Phase 3
PROJECT LOCATION Cell 2
Source of Material CC-02 0.0
Description of Material MH Red brown clayey SILT:
Lab No. 4463
Test Method ASTM D698 Method A
Lab Technician DW
Date Sampled 5/4/2020 _
Date Tested 5/8/2020
TEST RESULTS
Maximum Dry Density 95.7 PCF
Optimum Water Content _ 25.5 %
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
2.70
2.60
NUMBER
204568
135
130
125
120
115
110
U
d
i
Cn
w 105
I�
100
s
95
3
90
a
i
J
85
S
80
75
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

Oasis Consulting Services MOISTURE -DENSITY RELATIONSHIP
OASIS 45 Woodstock Street
Roswell, Georgia 30075
Telephone: [phone]
CLIENT Anson _ . PROJECT NAME Anson LF Phase 3
PROJECT NUMBER 204558 PROJECT LOCATION Cell 2
135
130
125
120
115
110
U
d
' z
W 105
�o
100
s
95
i
90
s
i
J
Source of Material CC-03 0.0
Description of Material (CL) Red brown silty CLAY; Lab
No. 4463
Test Method ASTM D698 Method A
Lab Technician DW
Date Sampled 5/4/2020
Date Tested 5/8/2020
TEST RESULTS
Maximum Dry Density 93.4 PCF
Optimum Water Content 26.2 %
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
- 2.80
2.70
all-
2.60
85
S
80
75
_F+1
lilt
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

OASIS
CLIENT
PROJECT
Waste
Oasis
45
Roswell,
Telephone:
Connections
Woodstock
Consulting
Georgia
678-739-2400
Services
Street
30075
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Anson LF Phase 3 _
PROJECT LOCATION Cell 2
Source of Material CC-04 0.0
Description of Material Red brown silty CLAY, Lab# 4661
Test Method ASTM D698 Method A
Lab Technician DW
Date Sampled 5/1/2020
Date Tested 5/5/2020
TEST RESULTS
Maximum Dry Density 96.5 PCF
Optimum Water Content 24.3 %
ATTERBERG LIMITS
41
_LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
f ' 2.70
2.60
NUMBER
204558
135
130
125
120
115
110
U
d
Cn
w 105
0
o
100NIN
95
90
i
t
85
80
? 75
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

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■■■■■■■■■M■■■■■MRR

OASIS
CLIENT
PROJECT
;rr..cn
Waste
n
Oasis45
Roswell,
Telephone:
Connections
ConsultingWoodstock
Georgia
678-739-2400
ServicesStreet
30075
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Anson LF Phase 3
PROJECT LOCATION Cell 2
Source of Material P-6 0.0
Description of Material Red Yellow; Lab #4683
Test Method ASTM D698 Method A
Lab Technician DW
Date Sampled 7/5/2020
Date Tested 7/6/2020
TEST RESULTS
Maximum Dry Density 88.7 PCF
Optimum Water Content 29.2 %
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
2.80
2.70
2.60
NUMBER
204558
135
130
125
120
115
110
U
d
}
w 105
}
0
100
95
i
90
i
85
80
i
75
— —
0 5 10 15 20 25 30 35 40 45
WATER CONTENT, %

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M
W
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1 1 1 1 1

OASIS
qVCONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 5/12/20
LAB NO.: 4663
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
NATURAL
PERCENT
SAMPLE 1D.
MOISTURE
PASSING
CONTENT
#200SIEVE
CC-01
23.3
57.3
CC-02
26.6
66.7
CC-03
28.4
70.3
Respectfully Submitted,
OASIS CONSULTING SERVICES
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 5/18/20
LAB NO.: 4661
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
NATURAL
PERCENT
SAMPLE 1D.
MOISTURE
PASSING
CONTENT
# 200 SIEVE
CC-04
29.2
70.3
CC-05
29.0
71.6
Respectfully Submitted,
OASIS CONSULTING SERVICES
Dai,Le*, 11Za7
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev10-11-19

OASIS
4 CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 7/30/20
LAB NO.: 4682
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
PERCENT
SAMPLE 1D.
PASSING
# 200 SIEVE
CC-06
82.7
CC-07
81.7
Respectfully Submitted,
OASIS CONSULTING SERVICES
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

- OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 7/25/20
LAB NO.: 4682
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/DW
NATURAL
PERCENT
SAMPLE ID.
MOSTURE
PASSING
CONTENT
# 200 SIEVE
CC-08
32.2
99.4
Respectfully Submitted,
OASIS CONSULTING SERVICES
9a't't'C*V '3207
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 7/30/20
LAB NO.: 4688
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
PERCENT
SAMPLE ID.
PASSING
# 200 SIEVE
CC-09
81.3
Respectfully Submitted,
OASIS CONSULTING SERVICES
3 1-1117
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

S
s Is
CONSULriw,�
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-01
Test Date: 5/18/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML
Sample Description:
Red orange sandy SILT (ML)
Boring N/A
Depth' N/A
LIM;
H 50
a
X
w
0 4C
z
}
~ 3C
U
W
a 2C
J
a
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 36
Plastic Limit 27
Plasticity Index 9
For classification of fine-grained soils
on ine-grained fraction of coarse -grained
'
soils
Equation of �A' - line
`��
Horizontal at PI-4 to LL=25.5,
,��,�
then PI-0.73 (LL-20)
�`��
••p�'
Equation of "u"-line
Vertical at LL=16 to PI=7
�c�`
G
then PI=0.9(LL-8)
i/000rMH
oR
QH
70
M OR
OL
IJU Idu iuu

LOASIS
CONSUL11W.13
SEKIVICtS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-02
Test Date: 5/18/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Red brown clayey SILT (MH-CH)
Boring N/A Depth' N/A
50
151
3C
%_i
I
7
4
*LISCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
53
Plastic Limit
29
Plasticity Index
24
For classification of fine-grained soils
and ine-groined f Fact ton of coarse-gralne
soils
Z/
•p
Equation of 'IAM - 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-6),0
\0,
/ C�O/
M H QlR OH
L
I
MLOROL
00
10 16 20 30 40 5U bu ru
LIQUID LIMIT (LL)
tsv vu
[Lem
ILI

OASIS
C:0NSUL1lW-S
SEp.,ICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-03
Test Date: 5/18/2020
Type of Test:
Atterberg Limits
USCS Classification: CH-MH
Sample Description:
Red brown silty CLAY (CH-MH)
Boring N/A
Depth' N/A
Alf
H 50
a
X
0 40
Z
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
58
Plastic Limit
27
Plasticity Index
31
For classification of fine-grained soils
For classification of fine-grained soils
and f Ine-grained ract ion o coarse- raine
/
/
soils.
Equation of "AN - line ���
Horizontal at PI-4 to LL=25.5,
J%/
•• ��t��`
then PI-0.73 (LL-20) ,
`
••P
Equation of "C-line
Vertical atLL=l6toPI=7 G�
then PI = 0.9 (LL-8)
100
IMH^CIR OH
G
,0/,/
111_ R OL
-�-
�_./
I
00
10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (ILL)

REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-0Y V,
Test Date: 5/18/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
'Sample Description
Red brown silty CLAY (CH-MH)
Boring N/A
Depth' N/A
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
59
Plastic Limit
29
Plasticity Index
30
A4
H 50
a
x
G 40
z
t
U_
1`
vti
Q
J
a
W
2C
10
7
4
00 10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (ILL)
For classification of fine- rained soils
and fine-grained tractjon a coarse -grained
Solis
t�N
Equat ion of "Am - l i ne `�/00
Horizontal at PI-4 to LL=25.5, ,y�
then PI-0.73 (LL-20)
Equation of "C-line
Vertical at LL=16 toPI-7 G�
then PI = 0.9 (LL-6)
iJ�
IMH OR
OH

G
OAS IS
CC)NSUL1lW;
5FK:'ICLS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-0,F
Test Date: 5/18/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red brown silty CLAY (CH-MH)
Boring N/A
Depth' N/A
A
H 50
,a
X
0 40
z
}
~ 30
U_
H
Q 2C
J
a
10
7
4
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 58
Plastic Limit 28
Plasticity Index 30
For classification of fine-grained soils
Of
and f Ine-grained fraction of coarse -grained
/-100
soils
Equat ion of Am -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=� G�
then PI=0.9(LL-6) r�
MH OR
OH
--
MLOR
OL
C
-- I
t7V 7U IVV
m

G
AS IS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-6
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification: MH-CH
Sample Description:
Red Orange clayey SILT (MH-CH
Boring N/A
Depth' N/A
.li
H 50
x
C 40
z
a
0
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
51
Plastic Limit
29
Plasticity Index
22
For classification of fine- rained soils
and ine-grained f roct ion of coarse-grolned
/
soils
Equation of "A" -line
Horizontal at PI=4 to LL=25.5,
then PI-0.73 (LL-20)
Equation of "U"-line
Vertical at LL=16 toPI=7 G�
then PI = 0.9 (LL-6)
MH o'R
OH
/
Gv
10r
ML°R
OL
10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (ILL)

G
AS IS
CONSULllWC
SEK:`ICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-7
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH
Sample Description:
Red Orange silty CLAY (CH)
Boring N/A
Fepth' N/A
Ao
H 50
a
x
G 40
z
a-
~ 30
U
F-
a 2C
J
a
Ia
7
4
Q0
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
71
Plastic Limit
33
Plasticity Index
38
For classification of fine- r¢ined soils
an fine-grained froc tiona coarse-graine
/
soils
100
Equation of "AN - line `�//Jor
Horizontal at PI-4 to LL=25.5, f�
art0000
then PI-0-73 (LL-20)
Equation of"U°-line
Vertical at LL=16toPI=7 / G�
then PI = 0.9 (LL-6)100
H
MH_OR
/o/
00IL,
L0
OL
_ --
-- I
10 16 20 30 40 50 60 70 80 90 10D 110
LIQUID LIMIT (LL)

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-08
Test Date: 8/2/2020
'Type of Test:
Atterberg Limits, Lab # 4683
USCS Classification:
ML
Sample Description:
Reddish yellow silt (ML)
Boring N/A
Depth' N/A
A
H 50
In.
X
0 4c
z
}
~ 30
U
Q 2C
J
a
IC
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
34
Plastic Limit
32
Plasticity Index
2
For classification of fine- rained soils
andfine-grained fract ion of coarse -grained
soils
-100
Equat ion of "A" - I i ne \�a000000,
Horizontal at PI-4 to LL=25.5,
Jj�
`C,
��
then PI-0.73 (LL-20) `
4
Equation of "u"-line
Vertical at LL=16 to PI=7 G�
then PI = O.9 (LL-8)
�T
ML°R
I
OL
0Q
10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (LL)

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-09
Test Date: 7/30/2020
Type of Test:
Atterberg Limits, Lab # 4688
USCS Classification:
MH-CH
Sample Description:
Reddish brown clayey SILT (MH-CH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
a
X
C 40
Z
a-
~ 30
V_
H
Q 2C
J
(L
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 51
Plastic Limit 30
Plasticity Index 21
For classification of fine-grained soils
1001�
and fine-grained fraction of coarse -gam
'0010/
soils
.00
�
Equation of "Am -line a
Horizontal at PI=4 to LL=25.5,
`C,
then PI-0.73 U-20) •'�
�p�'
Equation of "U°-line
Vertical at LL=16 to PI=7 G�
then PI = 0.9 (LL-8)
I1\01
1000
�.
MHcliOH
i
-
MLOR
OL
c�._M
ov 7V IVV
®*

Project Name:
Project Number:
Client Name:
Site Sample ID:
Lab Sample Number:
Material Description:
Remold Target Values:
Date Test Started:
Excel Geotechnical Testing, Inc.
"Excellence in Testing"
T963 Forrest Street, Roswell, Georgia 30075
Tel: [phone] Fax: [phone]
FLEXIBLE WALL PERMEABILITY TEST (t'
ASTM D 5084 R
Anson County Landfill Phase 3 Cell2
985
Oasis Conculting Services
TPO 1-CB01
20DO05
Iced brown clayey silt
95%ofMDUW and OMC+3
4/05/2020
Remolded Specimen
Remolded
Specimen Initial Conditions
Test Conditions
Hydraulic
Specimen Final Conditions
Specimen
Spec.
Spec.
Dry Unit
Moisture
Cell
Back
Consolid.
Permeant
Average
Conductivity
Length
Diametet
Weight
Content
Press.
Press.
Press.
Liquid t9l
Gradient
(-)
(cm)
(cm)
(pcf)
(%)
I (psi)
(psi)
(psi)
(-)
(-)
I (cads)
Notes 2 & 3
6.35
7.22
91.0
27.3
80.0
70.0
10.0
DTW
10
2.0E-6
1 6.43
1 7.26
88.9
31.3
Remolded Values Based On Maximum Dry Unit Weight ( MDUW, pcf): 95.9 1
Standard Proctor - ASTM D 698 (Note 5) Optimum Moisture Content ( OMC, % ): 24.2
Notes:
I. Method C, "Falling -Head, Increasing-Tailweler" test procedures were followed during the testing,
2. All particles larger than 318 inch, if any, were discarded when forming the remolded specimen
3 Remolded specimen was formed in a split mold by tamping the soil in 0,5 in thick layers
4. Type of penneant liquid: DTW = Desired Tap Water, DDI = Deaired Deionized Water
5. Proctor compaction values were provided by Oasis Construction Services
Dniiaiorw
1-abarnwry temperature at 22*3 "C.

Project Name:
Project Number:
Client Name:
Site Sample ID:
Lab Sample Number:
Material Description:
Remold Target Values:
Date Test Started:
Excel Geotechnical Testing, Inc.
"Excellence In Testing"
953 Forrest Street, Roswell, Georgia 30075
Tel: [phone] Fax: [phone]
FLEXIBLE WALL PERMEABILITY TEST
ASTM D 5084 W
Anson County Landfill Phase 3 Cel12 I
985
Oasis Conculting Services I
TP02-CB02 1
20DO06
Orange brown clayey silt
'95%ofMDUW and OMC+3
4/05/2020
Remolded Specimen
Remolded
Specimen Initial Conditions
Test Conditions
Hydraulic
Specimen Final Conditions
Specimen
.Dry
Unit
Moisture
Cell
Back
Consolid.
Permeant
Average
Conductivity
T
lC,
Weight
Content
Press.
Press.
Press.
Liquid (4)Gradient
)
(Pcf)
M
(Psi)
(Psi)
(Psi)
(-)
(-)
(cm/s)
Notes 2 & 3
6.35
7.22
90.8
28.3
80.0
70.0
10.0
1
DTW
I i
1.91;-6
6.42
7.30
88.0
31.8
Remolded Values Based On Maximum Dry Unit Weight (MDUW, cf ): 95.6
Standard Proctor - ASTM D 698 (Note 5) Optimum Moisture Content (OMC, % ): 25.2
]Votes:
l Method C, "Falling -Head, Increasing-Taiiwater" test procedures were followed during the testing
2 All particles larger than 310 inch, if any, were discarded when forming the remolded specimen
3. Remolded specimen was formed in a split mold by tamping the soil in 0.5 in thick layers.
4. Type of permeant liquid: DTW = Deaired Tap Water, DDl - Deaired Deionized Water
5. Proctor compaction values were provided by Oasis Construction Services
t:J
Deviations:
Laboratory temperature at 2211 'C

Project Name:
Project Number:
Client Name:
Site Sample ID:
Lab Sample Number:
Material Description:
Remold Target Values:
Date Test Started:
Excel Geotechnical Testing, Inc.
"Excellence in Testing"
953 Forrest Street, Roswell, Georgia 30075
Tel: [phone] Fax: [phone]
FLEXIBLE WALL PERMEABILITY TEST It)
ASTM D 5084
Anson County Landfill Phase 3 Cel12
985
Oasis Conculting Services
TP03-CB03
20DO07
Red brown silty clay
95% of MDU W and OMC + 3
-4/05/2020
Remolded Specimen
Remolded
Specimen Initial Conditions
Test Conditions
Hydraulic
Specimen Final Conditions
Specimen
Spec.
Spec.
Dry Unit
Moisture
Cell
Back
Consolid.
Permeant
Average
Conductivity
Length
Diamete
Weight
Content
Press.
Press.
Press.
Liquid t°l
Gradient
( )
(cm)
(cm)
(pcf)
(a/o)
(psi)
CPsi)
(psi)
(-)
(-)
J (cm/s)
Notes 2 & 3
6.35
7.22
89.5
29.2
80.0
70.0
10.0
DTW
13
1.7E-7
6.36
7.25
88.7
1 29.4
Remolded Values Based On Maximum Dry Unit Weight (MDUW, pcf ): 94.3
Standard Proctor ASTM D 698 (Note 5) Optimum Moisture Content ( OMC, % ): 26.0
Notes:
I Method C, "Falling -Head, Increasing-Tailwater" test procedures were followed during the testing.
2 All particles larger than 318 inch, if any, were discarded when forming the remolded specimen
3. Remolded specimen was formed in a split mold by tamping the soil in 0.5 in thick layers
4 Type of permeant liquid: DTW — Desired Tap Water, DDI = Desired Deionized Water
5. Proctor compaction values were provided by Oasis Construction Services
� geviations:
Laboratory uunperature at 22+3 -C

OASIS
� ., CONSULTING
--•� SERVICES
V, y
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 4/27/20
LAB NO.: 4656
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill
Cell 3 Phase 2
Job No.: 204558
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 t 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
Technician: SA/RR
SAMPLE
ID.
NATURAL MOISTURE
CONTENT
I MRAULIC
CONDUCTIVITY
%
K (ctn/s)
ST-1
24.7
1.28 X 10-6
----[7ST-2 27.4
8.69 X 10
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONS LTI SERVICES
DAPJWN J. BRAY, P.E.
ry Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 5/01 /2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
COYDUC TVITY
%
K (cm/s)
ST-3
28.0
9.66 x 10-'
ST-4
25.7
6.37 x 10-'
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CON$ULjZNG SERVICES
. BRAY,T.E.
Manager, Technical Director
Rev 10-11-19

y'^
OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 05/03/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-5
26.7
5.26 x 10-'
ST-6
26.4
1.91 x 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSU T■��TNG SERVICES
11 I A • •_ �
D �i.RAY, P.C.
Laborato Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 05/07/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID.
Natural Moisture
Content
HYDRAULIC
CONDUCTfVITY
%
K (cm/9)
ST-7
24.9
1.54 x 10-7
ST-8
27.6
2.51 x 10-'
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Rev 10-11-19
Respectfully Submitted,
SERVICES
BRAY, Y.E.
Manager, Technical Director

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 05/11 /2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
Received from: Jobsite
Type Test: Flex wall permeameter, falling -head rising-taiiwater
Type Saturation: Vacuum and back pressure to achieve 100 f 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
Technician: SA/RR
SAMPi.E
ID.
Natural Moisture
Content
%
HYDRAULIC
CONDiUCIIN Tl Y
K (cm/s)
ST-9
29.4
1 1.12 x 10-6
ST-10
28.6
1 1.98 X 10-1
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSUkP.
CES
f
D B
Labors ry Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 05/12/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID.
Natural Moistum
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-11
31.1
5.70 X 10-'
ST-12
28.6
4.98 x 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTIN SERVICES
DA RAY, P.
Laborat . Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
PROJECT: Anson County Landfill Cell 3 Phase 2
Received from: Jobsite
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 05/20/2020
JOB NO.: 204558
CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-13
23.3
1.16 X 10-6
ST-14
25.2
1.19 x 10-6
ST-15
22.5
5.96 X 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
9a4lvev3
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 05/20/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
Received from:
Type Test:
Type Saturation:
Type Sample:
Technician:
Jobsite
Flex wall permeameter, falling -head rising-tailwater
Vacuum and back pressure to achieve 100 ± 5% saturation
2.8-inch diameter, Undisturbed
SA/RR
SAMPLE
1D.
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (crn/s)
ST-16
23.4
1.23 X 10-6
ST-17
23.9
1.80 X 10-6
ST-18
23.5
1.32 X 10-6
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
Dall&&0_11 341117
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
PROJECT: Anson County Landfill Cell 3 Phase 2
Received from: Jobsite
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 07/14/2020
JOB NO.: 204558
CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-19
N/A
4.63 X 10-7
ST-20
N/A
7.81 X 10-7
ST-21
N/A
9.60 X 10-7
ST-22
N/A
6.53 X 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
964,&&*v 34,o7
DARKEN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method Q
DATE: 07/14/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID.
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-23
N/A
5.29 X 10-7
ST-24
N/A
7.50 X 10-7
ST-25
N/A
8.35 X 10-7
ST-26
N/A
8.40 x 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

- OASIS
CONSULTING
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
PROJECT: Anson County Landfill Cell 3 Phase 2
Received from: Jobsite
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 07/25/2020
JOB NO.: 204558
CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cru/s)
ST-27
N/A
1.14x 10-6
ST-28
N/A
1.69 x 10-6
ST-29
N/A
2.21 x 10-6
ST-30
N/A
1.37 x 10-6
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
9all_zle4, 32a.
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 07/25/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID.
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cn /s)
ST-31
N/A
9.70X 10-7
ST-32
N/A
1.27 X 10-6
ST-33
N/A
1.09 X 10-6
ST-34
N/A
7.41 X 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
PROJECT: Anson County Landfill Cell 3 Phase 2
Received from: Jobsite
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 07/28/2020
JOB NO.: 204558
CLIENT: Waste Connections of Carolinas
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
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-35
N/A
8.06X 10-'
ST-36
N/A
1.03 X 10-6
ST-37
N/A
1.07 X 10-6
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
`9a4tie*v 11207
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
HYDRAULIC CONDUCTIVITY TEST REPORT
(ASTM D5084 - Method C)
DATE: 08/05/2020
JOB NO.: 204558
PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas
Received from: Jobsite
Type Test: Flex wall petmieameter, falling -head rising-tailwater
Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation
Type Sample: 2.8-inch diameter, Undisturbed
Technician: SA/RR
SAMPLE
ID•
Natural Moisture
Content
HYDRAULIC
CONDUCTIVITY
%
K (cm/s)
ST-38
33.6
2.95 X If
ST-39
35.3
2.91 X 10-7
Notes:
1) Permeant liquid: De -aired Tap Water
2) Confining Pressure: 10 psi
Respectfully Submitted,
OASIS CONSULTING SERVICES
9a't,&&O-t, 3
DARREN J. BRAY, P.E.
Laboratory Manager, Technical Director
Rev 10-11-19

OASIS
(C)tiJSULIWN;
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 2045513
Location
15T-01
Test Date: 5/30/2020
'Type of Test:
Aet� Limits
USCS Classification:
ML-CL
Sample Description:
Reddish brown clayey SILT (ML-CL) with rock fragments
Boring N/A
Depth' N/A
60
H 50
a
x
W
G 40
z
F' 30
V
ll-
a 20
J
IL
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 44
Plastic Limit 29
Plasticity Index 1s
For classification of fine-grained soils
and fine-grained f roct ion of coarse -grained
/
50t 15.
-.00
Equation of W -line ��j'�
Horizontal at PI-4 to LL=25.5, J�,/
��
then PI-0.73 U-20)
Equation of "C-line
Vertical at LL=(6 to PI=7 G�
then PI=0.9(LL-8)
i
o`'
,''
MH OR
OH
/
Gof
MLOR OL
I
10 16 20 _ Lu 14 U ::)v v''
LIQUID LIMIT (LL)
no

OASIS
L: 0%15'J l I i wla
St k"ti' ICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
.Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
5T-02
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML-CL
!Sample Description:
Reddish brown clayey SILT (ML-CL) with rock fragments
Boring N/A
I Depth' N/A
60
H 50
>a
X
W
C 4C
z
}
~ 3C
c�
H
Q 2(
J
a
10
4
°0 10 Is 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 44
Plastic Limit 27
Plasticity Index 17
For classification of fine- rained soils
a nd fine- rained f roc tion of coarse -grained
Solis
Equation of W-Iine
Horizontal at PI-4 to LL=25.5,
then PI-0.73 U-20)
Equation of "U°- I i ne
Vertical at LL=16 to PI=7 G�
then PI=0.9(LL-8)eAr
MH 0Fi
OH
i
MLOR
OL
DU �v
He]

OASIS
SEVVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-03
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML-CL
Sample Description:
Reddish brown clayey SILT (ML-CL) with rock fragments
Boring N/A
Depth' N/A
60
H 50
a
X
d 40
z
r
H 30
U
Q 2C
J
a
Ic
7
4
*LISCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
42
Plastic Limit
27
Plasticity Index
15
For classification of fine-grained soils
Y,
and f Ine-grained fraction of coarse -grained/
soils
Equation of "AM - line
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
I`
Equation of'�U'�-line
Vertical at LL=16 to PI=7 / •�
then PI = 0.9 (LL-8)
MH QR
OH
--
MLoR
OL
_M
00
40 16 20 50 4 U W bu ru
LIQUID LIMIT (LL)
tsar JV 1w
1E

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
CC-04
Test Date: 5/18/2020
Type of Test:
.Atterberg Limits
USCS Classification, CH-MH
Sample Description:
Red brown silty CLAY (CH-MH)
Boring N/A
Depth' N/A
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 58
Plastic Limit 27
Plasticity Index 31
60
H 50
;a
X
0 40
z
r
~ 30
U_
H
Q 2C
J
a
10
7
4
00 10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (LL)
r
For classification of fine-grained soils
and f ine-grained f ract ion of coarse -grained
soils
Equation of "A" - line
Horizontal at PI=4 to LL=25.5,
��
then PI-0.73 (LL-20)
%gyp\'
Equation of °U°- I ine
Vertical at LL=16 toPI=7 G�
then PI= 0.9 (LL-8) r/
i
1\01 J/00�
MH 0R
OH
---
MLOR OL
, c -
I
4

OASIS
c�Wsutnr�:,
stlt+rlcts
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204559
Location
ST-05
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Reddish brown silty CLAY (CH-MH)/ with rock fragments
Boring N/A Depth' N/A
•USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 53
Plastic Limit 27
Plasticity Index 26
60
H 50!
EL
x
w
G 40
z
~ 30
V_
F-
N
a 20
J
a
10
7
4
00 10 1620 30 40 50 60 70
LIQUID LIMIT (LL)
For classification of fine- roined soils
and f me-groined f root ion of coarse-grolneci
/
SoI—IS
'�
_
Equation of "A" - line g,
Horizontal at PI-4 to LL=25.5, .��;/
''`�/ I
`l
N
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)
/
M H 0=1
O H
---
MLOR
OL

OASIS
Lr� *fSUI F1rr,;
5tK'�}ti
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204556
Location
ST-06
Test Date: 5/30/2020
'Type of Test:
Atterberg Limits
LISCS Classification: MH-CH
:Sample Description:
lReddish brown clayey SILT (MH-CH) with rock fragments
Boring N/A
I Depth' N/A
60
H 50
a
X
W
O 4C
z
r
~ 3C
c�
U)
2(
J
OL
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 54
Plastic Limit 32
Plasticity Index 22
For classification of fine- rained soils
0,
andfine-grained fraction of coarse-grolne
soils.
Equation of "A7-11ne
Horizontal at PI-4 to LL=25.5,
��
�
then PI-0.73 (LL-20)
�`IOOOF
Equation of "U°-line
/
Vertical at LL=16 toPI=T
G�
then PI-0.9(LL-8)
/
M H 0ii
OH
/
- MLC DL
.c . --M
I
vu av �vv
gue

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ASIS
LC,NS1JL11NG
SFK'.''ICE
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-07
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification:
I CL-ML
Sample Description:
IReddish brown silty CLAY (CL-ML) with rock fragments
Boring N/A
Depth' N/A
60
H 50
�a
X
w
c 40
z
F- 30
C7
H
v7
Q 20
J
a
10
7 -�
04
"USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 49
Plastic Limit 24
Plasticity Index 25
For classification of fXe
01
and ine-grained ract ion
soils
.10
Equation of - A" -Iine�jHorizontal
of PI-4 to /then
PI-0.73 (LL-20Equation
of "U°-lineVertical
at LL=16 to Pthen
PI=0.9(LL-8)
LL
OH
MH
v�
/ G
MLoR OL
c _
I
10 15 tU JV `4v ;?u vv
LIQUID LIMIT (LL)
BE

OAS IS
Ci;NS!g11W;
SEAt1Ir=ES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 2045S8
Location
ST-08
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
LISCS Classification:
MH-CH
Sample Description:
Reddish brown clayey SILT (MH-CH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
X
W
C 40
z
30
c�
U)
Q 20
IL
10
7
4
04 IO 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 51
Plastic Limit 29
Plasticity Index 22
r
For classification of fine- rained soils
and f ine-grained froction of coarse -grained
/
'
Solis
_
Equat ion of BAN - I i ne
Horizontal of PI-4 to LL=25.5,
'`�/
'op
then PI=0.73 (LL-20)
Equation of °U"-line
I`
Vertical at LL=16 to P?=7
then PI=0.9(LL-8)
O�
/
MH oR
OH
.�
Gv
00r
ML°ROL
,C _M
-- 1
vv - ---
0

OASIS
(:0NISUL1IW: REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
sl:us�l�:r�
Project Name:
.Anson County Ladfill Phase 3 Cell 2
Project Number: 2D4558
Location
ST-9
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification:
MIL
Sample Description:
Reddish brown clayey SILT (ML) with rock fragments
Boring N/A
I Depth' N/A
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 1 40
Plastic Limit 1 31
Plasticity Index I 9
60 f
For classification of fXned�so,
an Ine-grained ractiacoarse-grained
►► sodsle
0. 90 Equation of .A.-linex Horizontal at PI-4 to �w then PI-0.73(LL-20)�pz Equation of"Ua-lineVertical at LL=16 to PI
then PI=0.9(LL-8)
~ 30
U �
J 20 i dr
/,/0
10
7 C wM
4-
I
00 10 Is 20
L'oTOL
3D 40 50 60
LIQUID LIMIT (LL)
H °lR OH
70 80 90 100 110

t
ASIS
C0.N5ULf INh
SEVVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
ST-10
Project Number: 204558
Location
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification
MH-CH
'Sample Description:
Reddish brown clayey SILT (MH-CH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
�a
X
w
0 4c
Z
t 3c
V
a 2c
J
a
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 31
Plasticity Index 24
For classification of fine- rained soils
f
and fine-grained roc ion'0 coarse-grr3ine
Solis
Equation of "A" -lines/
Horizontal at PI-4 to LL=25.5, �;
then PI=0.73 (LL-20) ''`��
••p�'
I'
Equation of "U"-line
Vertical at LL=16toPI= / G�
then PI = 0.9 (LL-8) ��
10
,''
M H of:
OH
d-
---
MLOR
OL
c(.-�M
I
ow av -
C

G
AS IS
Stl2'.rla`ES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-11
Test Date: 5/30/2020
Type of Test:
Atterherg Limits
USCS Classification:
ML-CL
Sample Description:
Reddish brown calyey SILT (ML-CL) with rock fragments
Boring N/A
Depth' N/A
6a
H 50
�fL
X
w
c 4C
Z
r
t 3C
C�
Q 2(
J
a
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 45
Plastic Limit 32
Plasticity Index 13
For classification of fine- rained soils
r
and f Ine-groined ruction of coarse -grained)
/
Solis00
`a�
/
Equat ion of "A! - I i ne
Horizontal at 15I-4 to LL=25.5,
�A4
then 13I=0.73 (LL-20)
Equation of °U°-line
Vertical at LL=16 to PJ=7 /
G�
then PI=0.9(LL-8) /�
W
/000
OR
OH
/0000e
JMH
-
MLOROL
I
OW
0

OASIS
L C1,J5 UL I IW;
srKyI�ES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
5T-12
Test Date: 5/30/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML-CL
Sample Description:
Reddish brown calyey SILT (ML-CL) with rock fragments
Boring N/A
Depth' N/A
60
H 50
a
X
W
d 4C
z
F' 3C
U_
H
N
a 2(
J
a
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 46
Plastic Limit 28
Plasticity Index 18
For classification of fine-grained soils
iof
andfine-grained fraction of coarse -grained
Solis
Equation of ae-line `�/'�
Horizontal at PI-4 to 1­1=25.5,/f
then PI-0.73 (LL-20)
Equation of "U°-line
Vertical at LL=16toPI=7 G�
then PI.0.9 (LL-8)
6v Je,01
MH on
OH
_
M
F
I RI
Q� ov v�
Xf

( OASIS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-13
Test Date: 6/5/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Reddish brown clayey SILT with rock fragments (MH-CH)
Boring N/A Depth' N/A
50
IT
X
44
IC
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
59
Plastic Limit
32
Plasticity Index
27
For classification of fine- rained soils
an Ine-groined fract -ion of coarse -grained
soils.
'
Equat ion of CAM - I i ne
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-6)
_ J
loX.,
i00eloo,MH
�
oR
OH
_--/ _M.
I
1 `OR0
1
L
00
10 Is 20 30 40 5U 6U ru
LIQUID LIMIT (LL)
au 7V
IVU
OES

OASIS
CONISULI`111�
SERvICLS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-14
Test Date: 6/5/2020
Type of Test:
Atterberg Limits
USCS Classification:
ML-CL
Sample Description:
Reddish brown silty CLAY with rock fragments (ML-CL)
Boring N/A
Depth' N/A
60
F-I 50
X
0 40
z
30
C7
H
U)
Q 2C
J
a
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 49
Plastic Limit 30
Plasticity Index 19
For classification of fine- rained soils
and fine-grained traction of coarse-graine
/
soils.
Equation of "A7-line \��/
Horizontal at PI=4 to LL=25.5, ,��,/
`�.
11�
then PI-0.73 (LL-20)
Equation of "U"-line
Vertical at LL=16 to PI=� G�
then PI = 0.9 (LL-6)------ 1
/000,"
i
MH Q'R
OH
---
ML�RIpL---
C -M_---I
I
4
av 7v i Vv
IID

G
ASIS
CO.NSULIM;
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-15
Test Date: 6/5/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Reddish brown clayey SILT with rock fragments (MH-CH)
Boring N/A
Depth' N/A
i-
H 50
d
x
w
c 40
z
~ 30
U
Q 2C
J
a
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 58
Plastic Limit 31
Plasticity Index 27
For classification of fine-grained soils
and Ine-grained fraction -of coarse-graine
'
soils
Equation of "AN -line
Horizontal at PI=4 to LL=25.5, ` L\olthen
PI-0.73 (LL-20)
Equation of "U°-Iine
I`
Vertical at LL=16 to PI=? G�
then PI = 0.9 (LL-8) //
MH 4R
0H
UZ
Ilk L
ROL
I
k
oV 7V IV
m

G
AS IS
C014SULrIt4!:3
5EWICLS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-16
Test Date: 6/5/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Reddish brownclayey SILT with rock fragments (MH-CH)
Boring N/A
Depth' N/A
60
H 50
�a
X
0 40
z
t 3C
U
a 2C
J
a
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 59
Plastic Limit 30
Plasticity Index 29
tOF
For classification of fine- rained soils
and Ine-grained fraction o coarse- raine
/
soils
Equation of CAM - line
Horizontal at PI-4 to LL=25.5,
then PI-0-73 U-20)
�p
Equation of "U°-line
�`00,
Vertical at LL=16 to PI=� G�
then PI = 0.9 (LL-6)
100004
M H off
OH
/
MLOR OL
I
OV W
► vi
Im

OASIS
CCSNSJJLIIW--
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-17
Test Date: 6/5/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Reddish brown silty CLAY with rock fragments (MH-CH)
Boring N/A Depth' N/A
H 50
�rL
X
w
0 4C
z
r
~ 3C
CAI
Q 2C
J
a
10
7
4
04 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
For classification of fine- rained soils
and fine-groined frocttor o coarse -grained
soils
le'
1�
,pw
Equation of "AN - line \�000000,
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
OOOF
Equation of "U°-line
Vertical at LL=16 to PI=7 G�
then PI = 0.9 (LL-8)
1
ov
_
/oo, IV
MH 0R
0H
I
I
ML°R
OL
— _ __
!
ov 7v
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Hil

OASIS
CONSULTING
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-18
Test Date: 6/5/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Reddish brown silty CLAY with rock fragments (MH-CH)
Boring N/A
Depth' N/A
H 50
�a
X
0 40
z
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
55
Plastic Limit
30
Plasticity Index
25
For classification of fine-grained soils
and Ine-grained fraction of coarse -grained
/.00
Solis
Equat ion of "AM - I i ne 4/0
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20) '`�/
•�p�'
Equation of "W-line c�`
Vertical at LL=16 to PI-7 /
then PI = 0.9 (LL-8) ,
1\01
MH 0R
OH
� Gu
ML°R OL
I
00
10 16 20 30 40 !DU bU ru
LIQUID LIMIT (LL)
W

L
A IS
CONSULTIN5 REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
SERVICLS
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-19
Test Date: 7/12/2020
Type of Test:
Atterberg Limits
USCS Classification
MH-CH
Sample Description:
Red 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
Liquid Limit 58 1
Plastic Limit 1 31 1
Plasticity Index 27
60
For classification of fine- rained soils
and f ine-gro med f ract!on of coarse-gfffine
H 50 sods
a Equation of �A� -line
Horizontal at PI-4 to LL=25.5,
w then PI-0.73 (LL-20)
z40-
Equation of "U"-line
Vertical at LL=16 to PI=7 G�
>- then PI = 0.9 (IL-8)
30 h,
U �
in i OX,-
� 20
a
�� Gv
10
7 -- - c �M _ ML°R OL
4 --
I
00 10 16 20 30 40 50 60
LIQUID LIMIT (LL)
J
1115
MH aR OH
70 80 90 100

OASIS
CONSULnw; REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
SI-_RVICLS
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-20
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red silty CLAY (CH-MH) with tock fragments
Boring N/A
Depth' N/A
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
51
Plastic Limit
27
Plasticity Index
24
60
For classification of fine-grained soils
and f Ine-grained fraction of coarse -grain
H
50
soils
la
Equat ion of "AN - I i ne
X
Horizontal at PI=4 to LL=25.5,
wo
then PI-0.73 (LL-20)
z
Equation of "U"-line
a
Vertical at LL=16 to PI=7
>`
then PI = 0.9 (LL-8)
!/
~
30
U
�
/!
,�N/
J
20
/
/ (91
MH
10
7
4 —
_ I
00 10 16 20 30 40 50 60
LIQUID LIMIT (LL)
OH
70 80 90 100

COASIS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-21
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red clayey SILT (MH-CH )/ with rock Fragments
Boring N/A
Depth' N/A
60
50
0
30
101
10
7
4
°
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 52
Plastic Limit 29
Plasticity Index 23
/
For classification of fine- rained soils
and f Ine-gralned fraction of course-grame /
soils.
-100
- Equation of "A� -line
Horizontal of PI-4 to LL=25.5,
``�/ `C`
then PI-0-73 (LL-20)
••p�'
Equation of "U"- I ine
Vertical at LL=ifi to PI=7 /
G�
then PI = 0.9 (LL-6)
A
0�
00
MH °R
OH
� v
/ iV
0 10 16 20 30 40 50 60 70 80 90 100
LIQUID LIMIT (ILL)

OASIS
CONSULIM;
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTIVI D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-22
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
o.
x
w
c 40
a
r
~ 30
U_
H
Q 20
J
a
10
7
4
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
55
Plastic Limit
28
Plasticity Index
27
For classification of fine-grained soils
and f Ine-groined Tract ion of coarse-groine
/
soils dor
- Equation of "AN - 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 cl
OH
M�OR
p�
- I
.
I
00
10 16 20 SD 4V :)v nu ry av vv ivv
LIQUID LIMIT (LL)

OASIS
CCYN5JJL1lW,3
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-23
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red silty CLAY (CH-MH)
Boring N/A
Depth' N/A
H
X
w
0
z
E-
U
d
J
a
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
52
Plastic Limit
26
Plasticity Index
26
60,
501
0
30
10
7
4
r
For classification of fine-grained soils
and fine-grained raction of coarse -grained
'
sods.
_
Equation of .A" -line
Horizontal at PI=4 to LL=25.5,
then PI-0-73 (LL-20) "`}
XX
Equation of "U"-line
I`
Vertical at LL=16 to PI=7 G�
�
theca PI= 0.9 (LL-6)
MH OR
OH
CNv
00 k OR
O L
I
00
10 16 20 30 4U 5U W iv tsv 7v 1vv
LIQUID LIMIT (ILL)

OASIS
Cu.VSUL1lW,;
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-2y
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red silty CLAY (CH-MH)
Boring N/A
Depth' N/A
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
60
H 50
)0_
x
w
c 40
z
~ 30
U_
H
N
Q 20
J
a
10
7
4
❑0
Liquid Limit 58
Plastic Limit 27
Plasticity Index 31
10 16 20
30
4❑ 50 60
LIQUID LIMIT (LL)

OASIS
COINSUL W,;
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-25
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description
Red silty CLAY (CH-MH)
Boring N/A
Depth' N/A
60
50
m,
30
20
10
7
4
a
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 60
Plastic Limit 28
Plasticity Index 32
For ciassification of fine-grained soils
0'
and fine-grained fraction of coarse- raine
soils
+ Equat ion of "A" - I i ne `��
Horizontal at PI-4 to LL=25.5, Ji/
, �Nts
then PI-0.73 (LL-20)
, p
Equation of "U"-line
1001
Vertical at LL=16 toPJ=7
then PI = 0.9 (LL-6)
,o`'
40
r
(91
MH 0R
OH
��
Gv
i
--
MLaR
OL
.M
c�-
0 10 16 20 30 40 50 60 70 80 90 100
LIQUID LIMIT (LL)

( OASIS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-26
Test Date: 7/25/2020
Type of Test:
Atterberg Limits
USCS Classification.
CH-MH
Sample Description:
Red silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
60
H 50
X
W
c 40
Z
~ 30
U_
H
N
Q 20
J
a
to
7
4
Q0
Liquid Limit 57
Plastic Limit 27
Plasticity Index 30
40 16 20 30 40 50 60
LIQUID LIMIT (LL)

�OASIS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
ST-27
Test Date: 8/2/2020
Type of Test:
Atterberg Limits, Lab #4683
USCS Classification.
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
a
X
W
0 4C
z
~ 3C
U
U)
2(
J
a
10
7
4
°a 10 16 20 3f3 40 50 60 70
LIQUID LIMIT (LL)
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 53
Plastic Limit 27
Plasticity Index 26
For classification of fine-grained soils
X,
an d f Ine-graired f raction of coarse -grains
'
000
soils.
Equation of "A" - line
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
Equation of "U'l-line C
Vertical at LL=16 to PI=� CJ�
then PI=0.9(LL-8)
o�
100
M H ail
OH
,�
MLOIR
OL
CPU 7V IVV
3E

OASIS
CO,N9JLrWC;
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
ST-28
Test Date: 8/2/2020
Type of Test:
Atterberg Limits, Lab #4683
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
EEO
X
2c
IC
4
00
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
53
Plastic Limit
26
Plasticity Index
27
For classification of fine-grained soils
and f Ine-grained f ract ion of coarse -grained
soils,
-100
Equation of 0A7-line ,�al.�
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
Equation of "U°- I ine
Vertical at LL=16 to PI=7 l G�
�
then PI = 0.9 (LL-8)
o
MH 0R
OH
---
MLOROL
10 Ifi 20 30 4Q �U W ru
LIQUID LIMIT (LL)
ov vu 1vv
3E

OASIS
C0N5ULfING
Skk'fICFS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
5T-29
Test Date: 8/2/2020
Type of Test:
Atterberg Limits, Lab #t4683
USCS Classification: CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
a
X
w
0 4C
z
r
~ 3C
U
Q 2C
J
a
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 53
Plastic Limit 26
Plasticity Index 27
'
For classification of fine- rained soils
and fine-grained froctioro coarse- mine
'
soils
Equation of "A" -line `��'�
Horizontal at PI-4 to LL=25.5, ,�'v
then PI-0.73 (LL-20)
Equation of "U"-line
Vertical at LL=16 to PI=T G�
then PI = 0.9 (LL-6)
1\01
MH aF;
OH
---
ML�ROL
_�
I
tsv Jv i vv
ID

OASIS
CONSUUIf 3
5fK.',rICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
ST-30
Test Date: 8/2/2020
'Type of Test:
Atterberg Limits, Lab #4683
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
H 50
.a
X
C 40
z
00
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
51
Plastic Limit
27
Plasticity Index
24
For classification of fine-grained soils
and Ine-graired raction o coarse -grained
soils
/
/
e
Equation of "AN - line
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
Equation of "U"-line
Vertical at LL=16 toPI=7
then PI = 0.9 (LL-B) /�
�`
�No-
OH
r.
'00MLOR
MH OR
I
OL
10 16 20 5u 40 D v btJ r u
LIQUID LIMIT (LL)
av vv i vv
EEO

(. OASIS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Landfill Phase 3 Cell 2
Project Number: 204558
Location
ST-31
Test Date: 8/2/2020
Type of Test:
Atterberg Limits, Lab #4683
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
.•
H 50
a
x
C 4C
z
r
~ 3C
U
Q 2C
J
a
10
7
4
00 10 16 20 30 40 50 60 70 80 90 100
LIQUID LIMIT (LL)
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 51
Plastic Limit 27
Plasticity Index 24
For classification of fine- rained soils
x�
and fine -grained f rac t i on of coarse-grained
Sol 1 S.
Equation of "AN - line ��♦
PI-4 to LL=25.5,
Horizontal at
then PI-0.73 (LL-20)
1`
Equation of "U°-line
Vertical at LL=16 to PI=7 G�
then PI = 0.9 (LL-8)
MH 0R
OH
/ G
CL--MMLoROL
110

%
IS
C0.N5ULI INC;
SEWICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-32
Test Date: 8/2/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
60
H 50
�a
X
d 40
z
r
F_ 30
U
Q 2C
J
(L
Ic
7
4
*LISCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
58
Plastic Limit
29
Plasticity Index
29
r
For classification of fine-grained soils
and fine-grained fraction of coarse -grained/
soils
Equation of "A� -line
Horizontal at PI-4 to LL=25.5, ,•�;/
'`�/
``
�t�
then PI-0.73 U-20)
••p�'
Equation of "U"-line
i•
Vertical at LL=16 to PI=7 / G�
then PI=0.9(LL-6)
•e4000,MH
0ROW
op
ML01,
OL
---,
Q. i
I
_
00
10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT (LL)

OASIS
CONSULflhr
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-33
Test Date: 8/2/2020
Type of Test:
Atterberg Limits
USCS Classification: CH MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
&.6
H 50
a
X
w
0 40
Z
}
t 30
U
Cn
2C
a
10
7
4
00 10 16 20 30 40 so 60 70
LIQUID LIMIT (LL)
'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 59
Plastic Limit 28
Plasticity Index 31
For clossification of fine- rained soils
an ine-grained fraction of coarse -grained
soils.
`1
`C`
��
••p�'
Equation of W-line
Horizontal at PI=4 to LL=25.5, ,•�,�
then PI-0.73 (LL-20) '`�/
Equation of 'V'-line
Vertical at LL=16 to PI=7 G�
then PI = 0.9 (LL-8)
o`' 00
MH Qli
OH
•
MLOROL
0%J 7v i VY

%AS IS
C:0.k,l5JLrinr,; REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
SERVICES
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-34
Test Date: 8/2/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
Elmo
H 50
a
X
w
c 40
z
}
~ 30
U
Cn
Q 20
a
10
7
4
0
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit I 59
Plastic Limit 1 29
Plasticity Index 30
For classification of fine- roined soils
an ine-grainedfFact ion o coarse -grains
soils
- Equation of BAN -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-B) I i�
MLOR OL
IJ
M H o,R O H
0 10 16 20 30 40 50 60 ra HO YU Iuu Iiu
LIQUID LIMIT (LL)

OASIS
CCSNSWING
SW.VICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-35
Test Date: 8/2/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
Kf
H 50
�a
X
0 4C
z
~ 3C
U
Q 2C
J
a
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 58
Plastic Limit 27
Plasticity Index 31
For classification of fine-grained soils
and f Ine-groined f ract ion of coarse -grained
soils
�•p
Equation of �QN-line
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
=
Equation of "U°- I ine
Vertical at LL=16 to PI=
then PI = 0.9 (LL-8)
G�
1\01
0000/
OH
MH oli
_
i
MLCR OL
!fu 7V 1VV
IE

%
IS
CONSLILHI`4:;
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-36
Test Date: 8/2/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
&6
H 50
a
X
G 4C
z
r
~ 3C
U
H
U)
Q 2C
J
a
10
7
4
QC ID Ifi 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 60
Plastic Limit 30
Plasticity Index 30
For classification of fine- rained soils
and f ine-grained f root son of coarse- gr� a
/
J1/0000
sol i s
/
Equation of "AN - l i ne
Horizontal at PI-4 to LL=25.5,
then PI-0.73 (LL-20)
Z`
�p
Equation of "U°-line
Vertical at LL=16 to PI=7 G�
then PI = 4.9 (LL-8)
f
MH ok
OH
C;
Zvi
MLOR OL
I
Ell 7V I v
im

OASIS
CO%45ULrlrec;
5tKtirICLS
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-37
Test Date: 8/2/2020
Type of Test:
Atterberg Limits
USCS Classification:
CH-MH
Sample Description:
Red Orange silty CLAY (CH-MH) with rock fragments
Boring N/A
Depth' N/A
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit 57
Plastic Limit 29
Plasticity Index 28
IN
H 50
rL
X
G 40
z
~ 30
U_
H
Q 2C
J
(L
10
7
4
00 10 16 20 3D 40 50 60 70 80 90 IOC 110
LIQUID LIMIT (LL)
r
For classification of fine- rained soils
01
and f Ine-grained frost !on of coarse -grained
soils
Equation of "Am - line
Horizontal at PI-4 to LL=25.5,
then PI-0.73 U-20)
, •%p,
Equation of 'V'-line
OOOF
Vertical at LL=16 to PI=7
G�
then PI=0.9(LL-8)
MH 013 OH
�
I
__
MLOR OL
&14CILiv.M
-

OAS Is
CCSNSULfII ;
SLRVICt5
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-38
Test Date: 8/4/2020
Type of Test:
Atterberg Limits
USCS Classification: MH-CH
Sample Description--
Reddish brown silty CLAY (MH-CH) with rock fragments
Boring N/A Depth' N/A
H 50
x
0 40
z
~ 3a
U
Q 2C
J
(L
to
7
4
OQ 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 61
Plastic Limit 31
Plasticity Index 30
For classification of fine-grained soils
and f Ire -grained f raction of coarse -grained
'100
soils
Equation of BAN -line
PI-4 to LL=25.5,
Horizontal at
then PI-0.73 (LL-20)
Equation of "U"-line
Vertical at LL=16 to PI=T / G�
then PI = 0.9 (LL-6)
ON100_
MH OR
OH
M L °R
0 L---
I
4
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CV 7V
LAM
lu

IOASI
CC�'+ISULfIIVC�
SERVICES
REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318)
Project Name:
Anson County Ladfill Phase 3 Cell 2
Project Number: 204558
Location
ST-39
Test Date: 8/4/2020
Type of Test:
Atterberg Limits
USCS Classification:
MH-CH
Sample Description:
Reddish brown clayey SILT (MH-CH) with rock fragments
Boring N/A
Depth' N/A
A
H 50
�a
X
w
0 40
z
*USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results.
Liquid Limit
59
Plastic Limit
29
Plasticity Index
30
For classification of fine-grained
and fine-grained fraction o coarse -grained
r
sot Is
.00
Equat ion of "AM - l i ne
Horizontal at PI-4 to LL=2then
PI-0.73 (LL-20)Equation
of �{U��-lineVertical
at LL=16 to PI=G
then PI = 0.9 (LL-6)
/
MH OR
OH
(5�
1
00
10 16 20 60 4u Du lov ru
LIQUID LIMIT (LL)
ov vv
vv
Hsi

OASIS 45 Woodstock Street
CONSULTING Roswell, Georgia 30075
SERVICES 678-739-2400
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
5/10/2020
ITechnician RR/SA
Sample #
ST-01
iClassification
Reddish brown clayey SILT (ML-CL) with rock fragment
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
96.2
3/8
9.5
91.0
#4
4.75
85.5
#10
2
81.6
#20
0.85
78.2
#40
0.425
76.0
#60
0.25
73.3
#100
0.15
72.2
#200
0.075
1 71.4
Natural Moisture Content
N
24.7
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
T
B
x
Initial Dry Mass(g)
60.28
Jun-19 Checked By: DS

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
5/10/2020
ITechnician
I RR/SA
Sample #
ST-02
Classification
Reddish brown clayey SILT (ML-CL) with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
98.9
3/8
9.5
97.0
#4
4.75
94.0
#10
2
87.1
#20
0.85
82.0
#40
0.425
77.5
#60
0.25
76.6
#100
0.15
75.8
#200
1 0.075
73.9
Natural Moisture Content
W
27.3
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
112.20
Jun-19 Checked By: V1

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
(Project Name
Anson County Ladfill Phase 3 Cell 2
(Project Number
204558
!Date
5/30/2020
Technician
RR/SA
;Sample #
ST-03
Classification
Reddish hrawn clayey SILT (ML-CL) with rock fragment
Sieve Analysis
Sieve
Diameter
Passing
#
mm
V.-
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
98.4
1/2
12.7
95.1
3/8
9.5
88.3
#4
4.75
81.6
#10
2
75.7
#20
0.85
71.8
#40
0.425
70.8
#60
0.25
68.9
#100
0.15
66.8
#200
0.075
65.4
Natural Moisture Content
W
29.0
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial pry Mass (g)
138.27
Jun-19 Checked By: 03

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
,Project Name
Anson County Ladfill Phase 3 Cell 2
•Project Number
204558
Date
5/30/2020
'Technician
RR/SA
Sample #
ST-04
Classification
Reddish brown clayey SILT(ML-CL) with rock fragment
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
97.5
3/8
9.5
94.6
#4
4.75
91.2
#10
2
83.6
420
0.85
78.4
#40
0.425
76.5
#60
0.25
74.8
#100
0.15
73.4
#200
0,075
1 71.4
Natural Moisture Content
25.8
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
135.75
Jun-19 Checked By: vo

I COASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
5/30/2020
Technician
RR/5A
Sample N
ST-05
lClassification
I Reddish brown silty CLAY (CH-MH)/ with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
93.9
3/8
9.5
93.2
#4
4.75
89.1
#10
2
82.5
#20
0.85
80.9
#40
0.425
79.8
#60
0.25
79.4
#100
0.15
78.1
#200
0.075
77.6
Natural Moisture Content
(%)
26.7
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
171.81
Jun-19 Checked By: VJs

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste connections of CafolInas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
5/30/2020
Technician
RR/SA
Sample #
ST-06
Classification
Reddish brown clayey SILT (MH-CH) with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
99.0
#4
4.75
98.5
#10
2
97.3
#20
0.85
96.1
#40
0.425
95.1
#60
0.25
94.5
#100
0.15
93.8
#200
1 0.075
1 92.9
Natural Moisture Content
N
26.4
Wash #2005oak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
initial Dry Mass (g)
93.58
Jun-19 Checked By: D-A

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County LadFll Phase 3 Cell 2
Project Number
204558
Date
5/30/2020
Technician RR/SA
!Sample #
ST-07
Classification
Reddish brown silty CLAY (CL-ML) with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
92.9
3/8
9.5
91.1
#4
4.75
88.8
#10
2
87.3
#20
0.85
86.0
#40
0.425
84.4
#60
0.25
83.8
#100
0.15
83.0
#200
0.075
81.4
Natural Moisture Content
K
.3
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Masstg)
144.89
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0.01
100
90 -----
r
80
70 -
60 -
m
S 50
X
40 -
20
� 1
10 -
0
Jun-19 Checked By: D8
0.001

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
(Project Name
Anson County Ladfill Phase 3 Cell 2
204558
(Project Number
Date
5/30/2020
Technician RR/SA
Sample #
ST-08
Classification
lRed&sIn brown clayey 5%T (MH-CH) with rock fragments
1000
100
90
80
70
60
d
50
40
30
20 -
10
0
Sieve Analysts
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
92.4
3/8
9.5
90.6
#4
4.75
88.7
#10
2
87.0
#20
0.85
85.3
#40
0.425
84.2
#60
0.25
83.4
#100
0.15
82.6
#200
0.075
81.7
Natural Moisture Content
K
27.6
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Z
est Method
B
x
Initial Dry Mass (,)
148.58
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01 0.001
Jun-19 Checked By: D8

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
'Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
5/90/2020
'Technlcian
I RR/SA
Sample #
ST-09
Classification
Reddish brown clayey SILT (ML) with rock Fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
I.
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
94.1
3/8
9.5
93.5
#4
4.75
883
#10
2
87.4
#20
0.85
80.3
#40
0.425
78.2
#60
0.25
76.9
#100
0.15
75.7
#200
0.075
74.5
Natural Moisture Content
N
29A
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
161.07
Jun-19 Checked By: DD

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
5/30/2020
Technician RR/SA
Sample #
ST-10
Classification
I Reddish brown clayey SILT (MH-CH) with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
95.7
3/8
9.5
92.5
#4
4.75
89.5
#10
2
82.2
#20
0.85
81.6
#40
0.425
72.5
#60
0.25
70.3
#100
0.15
67.5
#200
0.075
65.6
1000 100
100 • -
80 - -
70
60
50-
X
40 - - -
30 - -- -
20 --- �.
10
0 - - - - —
Natural Moisture Content
N
28.6
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
I K"
Test Method
A B
x
Initial Dry Mass (g)
111.63
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
10 1 0.1 0.01
Jun-19 Checked By: 198
0.001

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
waste Connections of Caralinas
Project Name
Anson County Ladfill Phase 3 Cell 2
(Project Number
204558
(Date
5/30/2020
1rechnician
RR/SA
Sample #
ST-11
Classification
Reddish brown calyey SILT (ML-CL) with rock fragments
1000
100 -
90 -
80
70
60
d
50
ae
40 - —
30 -
20
10
0 -
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
95.9
3/8
9.5
93.9
#4
4.75
91.8
#10
2
88.9
#20
0.85
86.3
440
0.425
84.5
#60
0.25
83.4
#100
0.15
82.3
#200
1 0.075
1 81.0
Natural Moisture Content
N
31.1
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
106.02
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01
Jun-19 Checked By: IDA
0.001

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Can nectioris of Carolinas
(Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
15/30/2020
Technician
RR/SA
Sample #
'ST-12
Classification
lReddi5h brown calyey SILT (ML-CL) with racklragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/9
9.5
98.7
#4
4.75
97.8
#10
2
94.4
#20
0.85
91.7
#40
0.425
89.8
#60
0.25
88.5
#100
0.15
87.2
#200
1 0.075
1 85.9
Natural Moisture Content
(%)
29.3
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
176.70
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0.01
100 —
90
80
I
70
60
d
50
2F
40
30
20
10
0
Jun-19
Checked By: DA
0.001

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 7/16/20
LAB NO.: 4682
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
SAMPLE 1D.
PERCENT
PASSING
# 200 SIEVE
ST-19
68.3
ST-20
63.0
ST-21
59.1
ST-22
60.4
ST-23
53.3
ST-24
61.5
ST-25
57.6
ST-26
60.3
Respectfully Submitted,
OASIS CONSULTING SERVICES
9al','Co't, -3za.
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

;OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 7/25/20
LAB NO.: 4683
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
SAMPLE ID.
PERCENT
PASSING
# 200 SIEVE
ST-27
68.4
ST-28
69.1
ST-29
60.4
ST-30
68.8
ST-31
68.9
ST-32
69.3
Respectfully Submitted,
OASIS CONSULTING SERVICES
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

OASIS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing
(ASTM D-1140-17)
DATE: 7/27/20
LAB NO.: 4683
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2
Project No. 204558
Technician: SA/RR
SAMPLE ID.
PERCENT
PASSING
# 200 SIEVE
ST-33
68.5
ST-34
69.9
ST-35
68.7
ST-36
67.2
ST-37
66.1
Respectfully Submitted,
OASIS CONSULTING SERVICES
L/Gr/t/i,eo'b -B-2,6 Z,
DARREN J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
Date
8/5/2020
Technician
RR/SA
Sample #
ST-38
Classification
Reddish brown calyey SILT (ML-CL) with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
97.9
3/8
9.5
96.9
#4
4.75
92.8
#10
2
89.1
#20
0.85
86.1
#40
0.425
83.7
#60
0.25
81.9
#100
0.15
80.2
#200
1 0.075
1 78.0
Natural Moisture Content
33..6
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
184.22 ��J
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0.01 0.001
100
90
- —
80
70
60
`w
50
0
40
30
20
10
0
Jun-19 Checked By: D

OASIS 45 Woodstock Street
CONSULTING Roswell, Georgia 30075
SERVICES 678-739-2400
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
Client
Waste Connections of Carolinas
Project Name
Anson County Ladfill Phase 3 Cell 2
Project Number
204558
IDate
8/5/2020
Technician
RR/SA
:Sample #
ST-39
Classification
Reddish brown calyey SILT (ML-CL) with rock fragments
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
95.3
1/2
12.7
93.6
3/8
9.5
90.5
#4
4.75
87.5
#10
2
83.9
#20
0.85
80.9
#40
0.425
78.5
#60
0.25
76.7
#100
0.15
74.9
#200
0.075
1 72.7
Natural Moisture Content
N
35.3
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
Test Method
A B
x
Initial Dry Mass (g)
223.60
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000
100 10 1 01 0.01 0.001
100
— - -i
I
90
80
70
60
a
50
0
40
30
20
10
0
Jun-19 Checked By: V3

Summary of Earthwork Information
for
Anson Landfill
Prase
3 Cell
2
Rep
ort #
Test
Num
ber
Test Date
Location
Pro
ctor
Ref.
Dry
Den
sity
i
In Place
Moistu
Co
mp.
%
Req
.
Co
Dept
h/EI
ev.
Pass/Fail
Retest
36
11
5/5/2020
N 3874770. E 576570
P-1
109
16.7
98
95
3
Pass
No
361
21
5/5/2020
N 3874760. E 576580
P-1 1
109
17.1
97
951
31
Pass
No
36
3
5/5/2020
N 3874790. E 576590
P-1
109
16.81
98
95
4
Pass
No
36
4
5/5/2020
N 3874815. E 576560
P-1
109
17.11
97
95
4
Pass
No
36
5
5/5/2020
N 3874770. E 576580
P-1
110
17.21
98
95
3
Pass
No
37
6
4/30/2020
N 3874760. E 576540
P-1
109
16.6
97
95
4
Pass
No
371
7
4/30/2020
N 3874745. E 576570
P-2
104
17
97
951
4
Pass
No
371
8
4/30/2020
N 3874780. E 576550
P-2
105
16.9
97
951
3
Pass
No
371
9
4/30/2020
N 3874790. E 576540
P-2
105
17.2
97
95
4
Pass
No
381
10
4/30/2020
N 3874780. E 576450
P-2 1
105
16.41
98
95
5
Pass
No
381
11
4/30/2020
N 3874670. E 576530
P-2 1
105
16.8
97
95
5
Pass
No
38
12
4/30/2020
N 3874715. E 576590
P-2
105
16.1
98
95
4
Pass
No
38
13
4/30/2020
N 3874685. E 576521
P-2
105
17
981
95
5
Pass
No
38
14
4/30/2020
N 3874666 E 576475
P-2
105
17.2
97
95
5
Pass
No
39
15
4/30/2020
N 3874600. E 576390
P-1
1091
16.2
98
95
7
Pass
No
391
15
4/30/2020
N 3874607 E 576338
P-1
110
16.9
98
95
4
Pass
No
39
16
4/30/2020
N 3874577. E 576342
P-1
109
17.6
97
95
4
Pass
No
39
17
4/30/2020
N 3874573. E 576346
P-1
110
16.3
98
951
2
Pass
No
40
18
5/9/2020
N 3874671. E 576295
P-1
110
16.1
98
95
3
Pass
No
40
19
5/9/2020
N 3874600. E 576340
P-1
110
15.7
98
95
3
Pass
No
401
20
5/9/2020
N 3874610. E 576300
P-1
109
161
97
95
4
Pass
No
40
21
5/9/20201
N 3874560. E 576240
P-1
109
16.71
98
95
2
Pass
No
40
22
5/9/2020
N 3874590. E 576200
P-1
L 109
16.9
97
95
2
Pass
No
41
23
4/30/2020
N 3874715 E 576540
P-1
109
15.9
98
95
5
Pass
lNo
41
24
4/30/2020
N 3874806 E 576540
P-1
109
16.5
97
95
5
Pass
No
411
25
4/30/2020
N 3874771 E 576579
P-1
109
15.7
98
95
6
Pass
No
411
26
4/30/2020
N 3874780 E 576500
P-1
109
16.21
98
951
5
Pass
No
41
27
4/30/2020
N 3874760 E 576600
P-1
109
15.31
97
95
4
Pass
No
47
1
5/9/2020
N 3874567. E 576220
P-3
92
27.3
96
95
11
Pass
No
47
2
5/9/2020
N 3874535. E 576225
P-3
92
27.2
96
95
1
Pass
No
48
3
5/9/2020
N 3874570. E 576210
P-3
92
27.2
96
95
2
Pass
No
481
41
5/9/2020
N 3874590. E 576205
P-3
92
27.3
96
95
2
Pass
No
48
5
5/9/2020
N 3874630 E 576220
P-4
91
27.51
95
951
1
Pass
No
48
6
5/9/2020
N 3874700. E 576230
P-4
92
27.1
96
951
1
Pass
No
48
7
5/9/2020
N 3874770. E 576200
P-3
92
27.3
95
95
1
Pass
No
48
8
5/9/2020
N 3874740. E 576190
P-3
92
27
96
95
1
Pass
No
481
91
5/9/2020
N 3874760. E 576235
P-3
91
27.6
95
95
1
Pass
No
48
10
5/9/2020
N 3874745. E 576250
P-3
921
27.41
96
95
1
Pass
No
49
11
5/9/2020
N 3874470. E 576380
P-4
91
27.31
95
951
1
Pass
No
49
12
5/9/2020
N 3874530. E 576290
P-4
92
27.71
961
9511
1
Pass
No

49
13
5/9/2020
N 3874570. E 576350
P-4
92
27.4
96
95
1
Pass
No
49
14
5/9/2020
N 3874470 E 576210
P-4
91
27.4
95
95
1
Pass
No
49
15
5/9/2020
N 3874350. E 576300
P-4
92
27.8
96
95
1
Pass
No
49
16
5/9/2020
N 3874570. E 576340
P-4
92
27.6
96
95
1
Pass
No
491
17
5/9/2020
N 3874600. E 576340
P-4
1 92
27.41
96
951
1
Pass
No
49
18
5/9/2020
N 3874670 E 576300
P-4
92
27.6
96
95
1
Pass
No
50
19
5/9/2020
N 3874600 E 576320
P-3
92
27.1
95
95
1
Pass
No
50
20
5/9/2020
N 3874650. E 576340
P-3
92
27.3
96
95
1
Pass
No
50
21
5/9/2020
N 3874550. E 576340
P-3
91
27.6
95
95
1
Pass
INo
501
22
5/9/2020
N 3874540. E 576280
P-3
92
27.6
96
95
1
Pass
No
501
23
5/9/2020
N 3874530. E 576200
P-3
92
27.61
96
951
2
Pass
No
50
24
5/9/2020
N 3874570. E 576220
P-3
92
27.8
95
95
2
Pass
No
50
25
5/9/2020
N 3874530. E 576230
P-3
92
27.3
96
95
2
Pass
No
50
26
5/9/2020
N 3874630. E 576220
P-3
92
27.5
96
95
2
Pass
INo
51
27
5/9/2020
N 3874560. E 576335
P-3
92
27.5
96
95
2
Pass
No
511
28
5/9/2020
N 3874580. E 576340
P-3
92
27.41
96
951
2
Pass
No
51
29
5/9/2020
N 3874600. E 576335
P-3
92
27.4
96
95
2
Pass
No
51
30
5/9/2020
N 3874630 E 576310
P-3
92
27.9
95
95
21
Pass
No
51
31
5/9/2020
N 3874660. E 576210
P-3
92
27.5
96
95
2
Pass
No
51
32
5/9/2020
N 3874650. E 576280
P-3
92
27.6
96
95
2
Pass
No
511
33
5/9/2020
N 3874635. E 576315
P-3
91
27.8
95
95
2
Pass
No
51
34
5/9/2020
N 3874640. E 576290
P-3
92
27.41
96
95
2
Pass
No
51
35
5/9/2020
N 3874590. E 576240
P-3
92
27.5
96
951
2
Pass
No
51
36
5/9/2020
N 3874585. E 576235
P-3
92
27.6
96
95
2
Pass
No
52
37
5/10/2020
N 3874440. E 576350
P-4
92
28.1
96
95
2
Pass
No
521
38
5/10/2020
N 3874445. E 576340
P-4
92
28
96
95
2
Pass
No
52
39
5/10/2020
N 3874440. E 576300
P-4
92
28.11
96
95
2
Pass
No
52
40
5/10/2020
N 3874550 E 576220
P-4
92
27.9
96
95
2
Pass
No
52
41
5/10/2020
N 3874510. E 576250
P-4
92
27.81
96
95
2
Pass
No
52
42
5/10/2020
N 3874530. E 576310
P-4
92
28.1
96
95
2
Pass
No
521
43
5/10/2020
N 3874600. E 576250
P-4
92
28
96
95
3
Pass
No
521
44
5/10/2020
N 3874460. E 576300
P-4
92
27.81
96
951
3
Pass
No
52
45
5/10/2020'N
3874490. E 576220
P-4
92
28
96
95
3
Pass
No
52
46
5/10/2020
N 3874480. E 576300
P-4
92
27.7
96
95
3
Pass
No
53
47
5/10/2020
N 3874600 E 576350
P-5
92
27.9
97
95
3
Pass
No
53
48
5/10/2020
N 3874550. E 576340
P-5
91
28.5
96
95
3
Pass
No
531
49
5/10/2020
N 3974530. E 576300
P-5
91
28.31
96
95
3
Pass
No
53
50
5/10/2020
N 3874510. E 576250
P-5
91
28.3
96
951
3
Pass
INo
53
51
5/10/2020
N 3874560. E 576205
P-5
91
27.8
97
95
3
Pass
No
53
52
5/10/2020
N 3874580. E 576200
P-5
91
28
96
95
3
Pass
No
53
53
5/10/2020
N 3874640. E 576320
P-5
91
28
96
95
3
Pass
No
531
54
5/10/2020
N 3874650. E 576350
P-5
91
28.1
96
95
3
Pass
No
124
28
8/6/2020
N 3874660/ E 576450
P-1
1 1101
16.71
981
951
4
Pass
INo
1241
29
8/6/2020
N 3874865/ E 576520
P-1
1 1101
161
981
951
3
Pass
INo

124
30
8/6/2020
N 3874666/ E 576520
P-1
110
15.8
99
95
4
Pass
No
124
31
8/6/2020
N 3874710/ E 576345
P-1
110
16.4
98
95
3
Pass
No
125
32
8/6/2020
N 3874745/ E 576400
P-1
110
16.5
98
95
3
Pass
No
125
33
8/6/2020
N 3874600/ E 576455
P-1
109
15.8
98
95
4
Pass
No
125
34
8/6/2020
N 3874500/ E 576400
P-1
110
16.21
99
95
3
Pass
No
125
35
8/6/2020
N 3874540/ E 576550
P-1
109
16.3
98
951
3
Pass
No
132
55
8/13/2020
N 3874685/ E 567520
P-5
90
27.1
96
95
1
Pass
No
132
56
8/13/2020
N 3874570/ E 567400
P-5
91
26.9
96
95
1
Pass
No
132
57
8/13/2020
N 3874700/ E 567420
P-5
90
27
96
95
1
Pass
No
1321
58
8/13/2020
N 3874600/ E 567500
P-5
91
27.1
96
95
11
Pass
No
132 1
59
8/13/2020
N 3874650/ E 567550
P-5
91
26.81
96
951
1
Pass
No
132
60
8/13/2020
N 3874760/ E 567640
P-5
91
27
96
95
1
Pass
No
133
61
8/13/2020
N 3874800/ E 576540
P-6
95
27.2
95
95
1
Pass
No
133
62
8/13/2020
N 3874760/ E 576540
P-6
94
27.4
95
95
1
Pass
No
133
63
8/13/2020
N 3874700/ E 576500
P-6
95
27.2
951
95
1
Pass
No
133
64
8/13/2020
N 3874670/ E 576490
P-6
95
27.8
96
95
1
Pass
No
1331
65
8/13/2020
N 3874720/ E 576560
P-6
95
27.6
96
95
1
Pass
No
133
66
8/13/2020
N 3874680/ E 576420
P-6
96
27.8
96
95
1
Pass
No
134
67
8/13/2020
N 3874570/ E 576345
P-7
1 93
26.81
97
951
2
Pass
No
134
68
8/13/2020
N 3874577/ E 576400
P-7
93
27.11
97
95
2
Pass
No
134
69
8/13/2020
N 3874660/ E 576500
P-7
93
27
97
95
2
Pass
No
1341
70
8/13/2020
N 3874710/ E 576510
P-7
93
26.9
97
95
2
Pass
No
134
71
8/13/2020
N 3874765/ E 576590
P-7
93
27.1
97
95
2
Pass
No
134
72
8/13/2020
N 3874810/ E 576540
P-7
92
27.3
96
95
2
Pass
No
135
73
8/13/2020
N 3874680/ E 576545
P-7
93
271
97
951
2
Pass
No
135
74
8/13/2020
N 3874725/ E 576450
P-7
92
27.51
96
95
2
Pass
No
1351
75
8/13/2020
N 3874685/ E 576480
P-7
92
26.9
96
95
2
Pass
No
135
75
8/13/2020
N 3874610/ E 576510
P-7
92
27.4
96
95
2
Pass
No
135
76
8/13/2020
N 3874570/ E 576400
P-7
92
27.5
96
95
2
Pass
No
135
77
8/13/2020
N 3874600/ E 576475
P-7
92
26.91
96
951
2
Pass
No
136
78
8/13/2020
N 3874805/ E 576560
P-8
90
27.81
96
95
3
Pass
No
1361
79
8/13/2020
N 3874760/ E 576500
P-8
91
26.9
97
95
3
Pass
No
1361
80
8/13/2020
N 3874610/ E 576550
P-8
90
27.1
97
95
3
Pass
No
136
81
8/13/2020
N 3874670/ E 576420
P-8
90
27.3
97
95
3
Pass
No
137
82
8/13/2020
N 3874660/ E 576470
P-8
90
27.3
961
95
3
Pass
No
137
83
8/13/2020
N 3874710/ E 576575
P-8
90
26.9
97
95
3
Pass
No
137
84
8/13/2020
N 3874770/ E 576540
P-8
90
27.5
96
95
3
Pass
No
1371
85
8/13/2020
N 3874790/ E 576600
P-8
90
26.8
97
95
3
Pass
No
138
86
8/13/2020
N 3874680/ E 576345
P-8
1 90
27.41
96
95
3
Pass
No
138
87
8/13/2020
N 3874580/ E 576400
P-8
90
26.8
971
95
3
Pass
No
138
88
8/13/2020
N 3874600/ E 576460
P-8
90
27.3
96
95
3
Pass
No
138
89
8/13/2020
N 3874720/ E 576380
P-8
90
27
97
95
3
Pass
No
1381
90
8/26/2020
N 3874722/ E 576290
P-8
90
26.9
97
95
3
Pass
No
1391
91
8/13/2020
N 3874560/ E 576440
P-8
1 901
26.91
97
95
3
Pass
No

139
92
8/13/2020
N 3874610/ E 576375
P-8
901
27.1
961
95
3
Pass
No
139
93
8/13/2020
N 3874690/ E 576450
P-8
90
27.6
96
95
3
Pass
No
139
94
8/13/2020
N 3874725/ E 576470
P-8
90
27.3
96
95
3
Pass
No
140
95
8/13/2020
N 3874670/ E 576440
P-8
90
27
97
95
3
Pass
No
1401
96
8/13/2020
N 3874580/ E 576450
P-8
90
26.8
96
95
3
Pass
No
140
97
8/13/2020
N 3874540/ E 576500
P-8
90
27.31
96
951
3
Pass
No
140
98
8/13/2020
N 38744510/ E 576400
P-8
90
27
961
95
3
Pass
No
140
99
8/13/2020
N 3874710/ E 576500
P-8
90
27.2
96
96
3
Pass
No
140
100
8/13/2020
N 3874750/ E 576570
P-8
90
26.9
97
95
3
Pass
No
1411
101
8/13/2020
N 3874800/ E 576500
P-8
90
27.1
96
95
3
Pass
No
141
102
8/13/2020
N 3874790/ E 576580
P-8
1 901
271
96j
951
3
Pass
No
141
103
8/13/2020
N 3874760/ E 576550
P-8
1 901
27.21
961
95
3
Pass
No
141
104
8/13/2020
N 3874740/ E 576560
P-8
90
27
96
95
3
Pass
No

Section 4
Protective Cover

BASIS
MNSULrnNc
SERVICES
REPORT OF CONSTANT HEAD PERMEABILITY TEST RESULTS
(ASTM 2434)
Project Name: Anson County Landfill Cell 3 Phase 2
Project Number: 204558
Date: 01/29/2020
Type Material: Sand
Hydraulic
Conductivity
Location cm/s
PC-01 [ 4.03E-02
Oasis Consulting Services Phone: [phone]
45 Woodstock Street Fax: [phone]
Roswell, GA, 30076

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
,Client
'Waste Connections of Carolinas
Project Name
Anson County Landfill Phase 3 Cell 2
Project Number
204558
Date
1/25/2020 ITechniclan RR/SL
Sample #
PC-01
Classification
Tan sand (SP)
Sieve Analysis
Sieve
Diameter
Passing
#
mm
4'0
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
100.0
#20
0.85
90.5
#40
0.425
54.1
#60
0.25
27.7
#100
0.15
10.9
#200
0.075
3.4
Natural Moisture Content
W
1.5
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
x
Initial Dry Mass {g)
384.45

OASIS
CONSULTING
SERVICES
PERMEABILITY TEST REPORT
(ASTM D2434)
CLIENT: Waste Connections
Received from:
Jobsite
Type Test:
Constant Head
Type Sample:
Tan Sand (SP)
Technician:
KN/RR
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 2/28/20
LAB NO.: 4626
PROJECT: Anson County Landfill
Phase 3 Cell 2
Project No. 204558
SAMPLE
LOCATION
DESCRIPTION
PERMFABE=
K
ID.
cm/s)
Sand 2
BOR
Sand
2.86 x 10-2
Notes:
1) Permeant liquid: Tap Water
Respectfully Submitted,
OASIS CONSULT114G QrVICES
DA Y, P.E.
Laborat ry Manager,
Rev 10-11-19

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name .
Anson County Landfill Phase 3 Cell 2
Project Number
204558
Date
2/28/2020 ITechniclan SL/KN
Sample #
Sand 2 Borrow site
Classification
jTan sand (SP)
1000
100
90
80
70
60
a,
50
40
30 --
20 - - -
30
0
Jun-19
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
99.9
#20
0.85
93.2
#40
0.425
58.8
#60
0.25
28.2
#100
0.15
9.6
#200
t 0.075
2.9
Natural Moisture Content
(%)
5.4
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
x
Initial Dry Mass (KI
205.73
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01
Checked By:
0.001

'1'E• ST
I.il I,,L)
ENGINE,EItING
1874 Forge Street Tucker, GA 30084
Phone: [phone]
Tested By RI
SOIL
Fax:[phone]
Date 0=3120
TESTS, LLC
Web: wwy.Lest-IIc,com AAA
Checked By
Client Pr. # 204558
Lab. PR. #
2065-05-1
Bulk
Pr Name Anson County Landflll,Cell 2 Phase 3
S. Type
Sample ID 3329615and 2
DepthiFlev.
Location Borrow Site
Add. Info
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1170.00
Dry Mass of Material (Plus No 200 sieve fraction) before Test, g 64390
Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test & Tare, g 116470
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 638.60
Mass of Tare, g 526.10
Insoluble Residue, % 9918
Carbonate Content (Soluble fraction), % 0.82
Reported Carbonate Content, % 0•8
REMARKS
1. Solution of 6N HCI used for testing.
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3 Material retained on No 200 sieve used for testing
DESCRIPTION
Nil
USCS NA
AASHTO NA

OASIS
CONSULTING
SERVICES
PERMEABILITY TEST REPORT
(ASTM D2434)
CLIENT: Waste Connections
Received from:
Jobsite
Type Test:
Constant Head
Type Sample:
Tan gray Sand (SP)
Technician:
KN/RR
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 2/28/20
LAB NO.: 4626
PROJECT: Anson County Landfill
Phase 3 Cell 2
Project No. 204558
SAMPLE
LOCATION
DESCRIPTION
pERMF.ABUM
K
ID.
cm/s
Sand 3
BOR
Sand
2.26 x 10-Z
Notes:
1) Permeant liquid: Tap Water
Respectfully Submitted,
OASIS CONSUL
ILL
D Y, P.E.
Laborat Manager.
Rev 10-11-19
VICES

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
Project Name
Anson County Landfill Phase 3 Cell 2
Project Number
204558
Date
2/28/2020 Technician SL/KN
Sample #
Sand 3 Borrow site
Classification
Tan gray sand (SP)
1000
100
90 = -- -
80 --
70 -
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
100.0
#20
0.85
95.9
#40
0.425
61.1
#60
0.25
29.7
#100
0.15
10.0
#200
1 0.075
1 2.3
Natural Moisture Content
(%)
5.4
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
x
Initial Dry Mass (g)
204.83
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01 0.001
60------- ---
w
,—° 50 ..
X
40 — ---- --
30 —
20
10 -
0
Jun-19
Checked By:

Z: cyT
111 F,LY
ENGINF,F,RI G
1874 Forge Street Tucker, GA 30084
Phone [phone]
Tested By RI
Soil.
Fax:[phone]
Date 03103r20
Tt—,STS, LLC
Web: w.rv_Lgsf-! c,com A.A�
Checked By o&
Client Pr. #
204558
Lab. PR. #
2065-05-1
Bulk
Pr. Name
Anson County Landfill.Cell 2 Phase 3
S. Type
Sample ID
33297/Sand 3
Depth/Elev.
-
Location
Borrow Site
Add. I,:fo
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1081.30
Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 647.50
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 1077.00
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 64320
Mass of Tare, g 433.80
Insoluble Residue, % 99.34
Carbonate Content (Soluble fraction), % 0.66
Reported Carbonate Content, % 0.7
REMARKS
1. Solution of 6N HCI used for testing.
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No 200 sieve used for testing
DESCRIPTION
NA
USCS NA
AASHTO NA

r OASIS
IS
CONSULTING
SERVICES
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
PERMEABILITY TEST REPORT
(ASTM D2434)
DATE: 3/31 /20
LAB NO.: 4641
CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill
Phase 3 Cell 2
Project No. 204558
Received from: Jobsite
Type Test: Constant Head
Type Sample: Dark gray Sand (SP)
Technician: SA/DW
SAMPLE
LOCATION
DESCRIPTION
PERMLABILTTI'
K
ID.
(cm/s)
PC -Al
Rockingham-
I Sand
3.47 x 10-3
Notes:
1) Permeant liquid: Tap Water
Respectfully Submitted,
OASIS CONSULT G SERVICES
t
1
D J. BRAY, P.E.
Laboratory Manager,
Rev 10-11-19

[►I VIA'
Fi1C.I\1Lh:RI\'C
1874 Forge Street Tucker, GA 30084
Phone: [phone]
Tested By RI
SOIL.
Fax:[phone] �'
Date 0312600
TESTS, IAX
Web: www.test-llc.com AA S Nr
Checked By
Ghent Pr. #
204558
Lab PR. #
2065-05-2
Bulk
Pr. Name
Anson County Landfill,Ceil 2 Phase 3
S. Type
Sample ID
33591/PC-A1 Rockingham #4641
DepihlFlev.
Localion
a
Add. Info
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 955.80
Dry Mass of Material (Plus No 200 sieve fraction) before Test, g 516.60
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 948.10
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 508.90
Mass of Tare, g 439.20
Insoluble Residue, % 9851
Carbonate Content (Soluble fraction), % 1.49
Reported Carbonate Content, % 1.5
REMARKS
1. Solution of 6N HCI used for testing.
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3 Material retained on No.200 sieve used for testing
DESCRIPTION
NA
USCS NA
AASHTO NA

OASIS
CONSULTING `S
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
(Project Name
.Anson County Ladfill Phase 3 Cell 2
(Project Number
204558
(Date
3/31/2020
Technician SA/SL
:Sample #
PC -Al Rockingham
Classification
1 Dark gray silty SAND (SM)
Sieve Analysis
Sieve
Diameter
Passing
#
mm
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
99.1
#10
2
78.2
#20
0.85
50.9
#40
0.425
33.5
#60
0.25
24.4
#100
0.15
17.0
#200
1 0.075
1 12.7
Natural Moisture Content
K
4.3
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
130
B Ejest Method
x
Initial Dry Mass (g)
875.59
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
1000 100 10 1 0.1 0.01 0.001
100
90
80 k --
70
—
-
60
--
<u
�—y 50
2e
40
-
30
20
-
10
0
Jun-19 Checked By: DB

IMELY
ENGINEERING
SOIL
TEsTl9, LLC
1874 Forge Street Tucker, GA 30084
Phone-, 770-938-8233 / /t
Fox. 770-923-8973 r�{ I�t]�
Web: www.test-Ilc.com AA�
Tested By
Date L;0120
Checked By
Chant Pr. #
Pr. Name
Sample ID
Location
204558
Lah. PR. # 2065.05.2
S. Type Bulk
Deplh Eley.
Add. Info
Anson County Landfill,Cell 2 Phase 3
335911PC-Al Rockingham #4641
-
ASTM D 3042
Standard Test Method for Insoluble Realdue In Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 955.80
Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 516.60
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 948.10
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 508.90
Mass of Tare, g 439.20
Insoluble Residue, % 98.51
Carbonate Content (Soluble fraction), % 1.49
Reported Carbonate Content, % 1.6
REMARKS
1. Solution of 6N HCI used for testing.
2. HCI was added in Increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No.200 sieve used for testing
DESCRIPTION
USCS NA
AASHTO 7NA
V-1 � I -Zo

OASIS
CONSULTING
SERVICES
PERMEABILITY TEST REPORT
(ASTM D2434)
CLIENT: Waste Connections of Carolinas
Received from:
Type Test:
Type Sample:
Technician:
Jobsite
Constant Head
Tan gray Sand (SP)
SA/RR
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 3/16/20
LAB NO.: 4637
PROJECT: Anson County Landfill
Phase 3 Cell 2
Project No. 204558
SAMPLE
LOCATION
DESCRIPTION
pERMF ARILITy
K
ID.
cm/s)
PC-01
-
Sand
1.63 x 10-2
Notes:
1) Permeant liquid: Tap Water
Respectfully Submitted,
OASIS CONS TINT SERVICES
D BRA , P.E.
L oratory• Manager,
Rev 10-11-19

r } - OASIS 45 Woodstock Street
CONSULTING Roswell, Georgia 30075
SERVICES 678-739-2400
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
Client
'Waste Connections of Carolinas
(Project Name ,
Anson County Landfill Phase 3 Cell 2
Project Number
204558
Date
2/28/2020 Technician SL/KN
Sample #
Sand 2 Borrow site C7 Z
Classification
ITan sand (5P)
1000
100
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
99.9
#20
0.85
93.2
#40
0.425
58.8
#60
0.25
28.2
#100
0.15
9.6
#200
1 0.075
1 2.9
Natural Moisture Content
(%)
5.4
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
x
Initial Dry Mass (g)
205.73
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01 0.001
90 - - -
BO
70 -
60
d
50
ae
40 - -
30 - --
20
10
D
Jun-19
Checked By:

TE•
i N uix
E GINI,,F.R1NG
1874 Forge Street Tucker, GA 30084
Phone:[phone]
Tested By Pi
LSoII.
Fax' 770-923-8973 4��%Date
03?01%
TESTS, UX
Web: www.test-Ilc.com A A s-753
Checked By
Client Pr. #
204558
Lab. PR. #1
2065-05-1
Bulk
Pr. Name
Anson County Landflll,Cell 2 Phase 3
S. Type
Sample ID
332961Sand2
DepthlElev.
Location
Borrow Site
Add. Info
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 117000
Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 643.90
Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test & Tare, g 1164.70
Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test, g 638.60
Mass of Tare, g 526.10
Insoluble Residue, % 99.18
Carbonate Content (Soluble fraction), % 0.82
Reported Carbonate Content, % 0•8
REMARKS
1. Solution of 6N HCI used for testing.
2. HCl was added in increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No.200 sieve used for testing
DESCRIPTION
NA
USCS NA
AASHTO EiD

OASIS
CONSULTING
SERVICES
PERMEABILITY TEST REPORT
(ASTM D2434)
CLIENT: Waste Connections
Received from:
Jobsite
Type Test:
Constant Head
Type Sample:
Tan Sand (SP)
Technician:
KN/RR
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 2/28/20
LAB NO.: 4626
PROJECT: Anson County Landfill
Phase 3 Cell 2
Project No. 204558
SAMPLE
LOCATION
DESCRIPTION
PERM -4-BE Ty
K
ID.
cm/s)
Sand 2
BOR
Sand
2.86 x 10-2
Notes:
1) Permeant liquid: Tap Water
Respectfully Submitted,
OASIS;ry
SULT G rVICES
1
r'
DA Y, P.E.
Laboraanager,
Rev 10-11-19

OASIS
CONSULTING
1 SERVICES
CLIENT: Waste Connections
Received from:
Type Test:
Type Sample:
Technician:
PERMEABILITY TEST REPORT
(ASTM D2434)
Jobsite
Constant Head
Tan gray Sand (SP)
KN/RR
45 Woodstock Street
Roswell, Georgia 30075
Phone: [phone]
DATE: 2/28/20
LAB NO.: 4626
PROJECT: Anson County Landfill
Phase 3 Cell 2
Project No. 204558
SAMPLE
LOCATION
DESCRIPTION
PERMEABILPI'Y
K
ID.
(cm/s
Sand 3
BOR
I Sand
2.26 x 10-2
Notes:
1) Permeant liquid: Tap Water
Respectfully Submitted,
OASIS CONSUL VICES
D Y, P.E.
LaboratcdManager,
Rev 10-11-19

OASIS
CONSULTING
SERVICES
Report of Grain Size Analysis of Material Larger Than #200 Sieve
(ASTM D422), (ASTM D1140)
45 Woodstock Street
Roswell, Georgia 30075
678-739-2400
Client
Waste Connections of Carolinas
(Project Name
Anson County Landfill Phase 3 Cell 2
iProject Number
204558
Date
2/28/2020 ITschnirian SL/Kh
Sample #
Sand 3 Borrow site [ . O
Classification
ITan gray sand (SP)
1000
100
90
so -
70 -
r'=
d
so
40
Sieve Analysis
Sieve
Diameter
Passing
#
mm
%
2
50.8
100.0
1.5
38.09
100.0
1
25.4
100.0
3/4
19.04
100.0
1/2
12.7
100.0
3/8
9.5
100.0
#4
4.75
100.0
#10
2
100.0
#20
0.85
95.9
#40
0.425
61.1
#60
0.25
29.7
#100
0.15
10.0
#200
1 0.075
1 2.3
Natural Moisture Content
(%)
5.4
Wash #200 Soak Time
(At least 120 min to the nearest
10 min)
960
Test Method
A B
x
Initial Dry Mass (g)
204.83
Grain Size Distribution of Material Larger Than #200 Sieve
Diameter (mm)
100 10 1 0.1 0.01 0.001
Jun-19 Checked By:

. S.T
1 MEIN
E\GINFERING
1874 Forge Street Tucker, GA 30084
Phone: [phone]
�
Tested By RI
FE
Soil,
Fax:[phone]
Date 03/03/20
L
i1-,S S, LIX
Web: WWrv.l85t-11C.Cam AA�
.... .
Checked By
Client Pr. #
204559
Lab. PR. #
2065-05-1
sulk
Pr. Name
Anson County Landlii1,Cell 2 Phase 3
S Type
Sample ID
332971Sand 3
Depth/Elev.
Location
Borrow Site
Add. Info
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1081 30
Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 647.50
Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test & Tare, g 107700
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 643.20
Mass of Tare, g 433 80
Insoluble Residue, % 99.34
Carbonate Content (Soluble fraction), % 0.66
Reported Carbonate Content, % 0•7
REMARKS
1. Solution of 6N HCI used for testing.
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No.200 sieve used for testing
DESCRIPTION
NA
USCS NA
AASHTO NA

Section 5
LCS Aggregate

] E S,T,
fML,I.Y
ENGIN1,,1,RI\G
1874 Forge Street Tucker, GA 30084
Phone: [phone]
Tested By RI
Fax:[phone]
Date 03/26/20
tJ
►Sol].
i 1.hTs, mx
Web: www.test-Ilc com
AA S I —I D
Checked By
Client Pr. #
204558
Lab. PR
2065.05-2
Bulk
Pr. Name
Anson Cc unty Landflil,Cel12 Phase 3
S. Type
-
Sample ID
33591/PC-Al Rockingham 114641
Depth/Elev.
-
Location
Add. Info
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g
Dry Mass of Material (Plus No 200 sieve fraction) before Test, g
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g
Mass of Tare, g
Insoluble Residue, %
Carbonate Content (Soluble fraction), %
Reported Carbonate Content, %
REMARKS
1. Solution of 6N HCI used for testing.
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No.200 sieve used for testing
DESCRIPTION
qA
USCS NA
AASHTO NA
955.80
516.60
948.10
508.90
439.20
98.51
1.49
1.5
r•/ &7 up—��j

ENGINE
'1'IMEI.Y
�T. TE�'rs, I.
SOIL
ERING
LC
Client Pr. #
Pr. Name Anson Landfill Cell 3,2
Sample ID 32957/ #1
Location �^ R
1874 Forge Street Tucker, GA 30084
Phone: [phone]
Fax: [phone]
Web: www.test-llc.com
Lab. PR. #
S. Type
Depth/Elev.
Add. Info
Tested By RI
Date 01/3100
AA S H 13 Checked By
2065-03-1
Bulk
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1080.50
Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 638.30
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 1076.90
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 634.70
Mass of Tare, g 442.20
Insoluble Residue, % 99.44
Carbonate Content (Soluble fraction), % 0.56
Reported Carbonate Content, % 0.6
RFAAARKS
1. Solution of 6N HCI used for testing
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No.200 sieve used for testing
DESCRIPTION
NA
LISCS NA
AASHTO NA
1874 Forge Street Tucker, GA 30084
Phone: [phone]
Fax: [phone]
Web: www.test-llc.com
Lab. PR. #
S. Type
Depth/Elev.
Add. Info
Tested By RI
Date 01/3100
AA S H 13 Checked By
2065-03-1
Bulk
ASTM D 3042
Standard Test Method for Insoluble Residue in Carbonate Aggregates
Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content
Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1080.50
Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 638.30
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 1076.90
Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 634.70
Mass of Tare, g 442.20
Insoluble Residue, % 99.44
Carbonate Content (Soluble fraction), % 0.56
Reported Carbonate Content, % 0.6
RFAAARKS
1. Solution of 6N HCI used for testing
2. HCI was added in increments in order to completely finish reaction of the carbonate fraction
3. Material retained on No.200 sieve used for testing
DESCRIPTION
NA
LISCS NA
AASHTO NA

S-:.,\ qc -
9UBM[TTAL LETTER
7--i- !=... 7815 National E—i— Rd.
-Suit, 606
NC 27409
TEL: [phone]
PROJECT NAME:
Anson Landfill Cell 3 Expansion
Sequoia EROJ 0:
NC-03075
OWNER:
Waste Connections, Inc.
CQA:
oasis
CONTRACTOR:
Sequoia Services
PEC./Dra,119 H:
9 999
SEQUENCE. NO.:
4
SUBMISSION TYPE:
Original
SUBMITTAL DESCRE:
Misc. Submittals frOM Drawings
ASTM Refe.e.—
SUBMITTAL NO.: 009
SUBMITTAL DATE: 2/1312020
OWNERS P,,j.N:
omiBEs REP: Nelson Breeden
CA Rep.: Mike Monteleone
CONTRACTORS REP: Philip Banks
SUBCONTRACTOR:
SUPPLIER/M ... f,tr: Material sales
Attached — submittal info as referenced. P1.... return areviewed/approved ..braitt.1 to bc ... Thanks
.11 have
except as noiet.
BY: Bruce Sekalyff'
Data:
Bruce Sekaly QC Manager`
APPROVAL/NOTES:
N 10 e7t'e C�� 1,4

AQUADALE QUARRY
HEDRICK INDUSTRIES
12423 Old Aquadale Road, Norwood, NC 28128 1 704-827-8114
February 12, 2020
Bruce Sekaly
Sequoia Services, LLC
Subject: Certification Letter
Dear Mr. Sekaly
This letter is to certify that the Rip Rap furnished by Aquadale Quarry meets NCDOT standards and is listed on
the state approved list.
Aquadale Quarry is an active participant in the NCDOT QC/QA program and our materials are tested daily by a
qualified QC/QA Technician and annually by NCDOT personnel. These results are available upon request.
This is to certify our Rip Rap meets gradation from the point of shipment. Thanks for the opportunity to supply
your aggregate needs.
Sincerely,
Samuel Bridges
Lead QC/QA Technician
Hedrick Industries
Hedrick Industries is providing these test results for information purposes only. There are a variety of tests that can be used in connection with determining suitability of
aggregates in specific applications and a variety of methods to mitigate potential degradation and deterioration depending upon the use of the product and other
circumstances. Nothing in this letter or report represents or warrants the reliability of the tests used herein whether other tests would be more appropriate or reliable,
and/or whether any mitigation factors referenced in this letter or report are effective or the most appropriate, all of which you would determine based on the end use and
other factors. HEDRICK INDUSTRIES HEARBY EXCLUDES ANY AND ALL WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE, AND ALL
OTHER WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE PERFORMANCE OF ITS AGGREGATE.
sam.bridges@l)edrickind.com lwww.hedrickind.com

Date
Test #:
QC #:
AQUADALE QUARRY
HEDRICK INDUSTRIES
#57 Gradation Report
2/3/20 Address: 12423 Old Aquadale Road
Norwood, NC 28128
704-474-3165
1 1/2" (37.5mm)
lWeightRetained
0
PercentRetained
0
Percent Passing IP
100
Required Limits
100
1" (25mm)
0.00
0.0
100.0
95 - 100
3/4" (19mm)
2.20
8.7
91.3
N/A
1/2" (12.5mm)
16.80
66.1
33.9
25 - 60
3/8" (9.5mm)
22.10
87.0
13.0
N/A
#4 (4.75mm)
24.90
98.0
2.0
0 - 10
#8 (2.36mm)
25.15
99.0
1.0
0-5
#200 (75um)
25.40
100.0
0.0
1 0 - .6
Total Weight
25.40
Pass/Fail
Technician
Pass
K. Watkins
Test Methods included: (NCDOT QC/QA Program Standards), (AASHTO T2, T27, T248), (ASTM C136, C702, D75

�AQUADALE QUARRY
HEDRICK INDUSTRIES
Date: 10/9/19
Test #: 0
QC #: 0
#467M Gradation Report
Address: 12423 Old Aquadale Road
Norwood, NC 28128
704-474-3165
Sieve Size Akyeight
2" (50mm)
Retained
0
Percent Retained
0
Percent Passing1l
100
Required Limits
100
1 1/2" (37.5mm)
0.00
1 0
100
95 - 100
1" (25mm)
6.00
24.6
75.4
N/A
3/4" (19mm)
17.50
71.7
28.3
35 - 70
1/2" (12.5mm)
23.90
98.0
2.0
N/A
3/8" (9.5mm)
24.10
98.8
1.2
0 - 30
#4 (4.75mm)
24.25
99.4
0.6
0-5
#200 (75um)
24.40
100.0
0.0
0 - .6
Total Weight
24.40
Pass/Fail: Pass
Technician: S. Golden
Test Methods included: (NCDOT QC/QA Program Standards), (AASHTO T2, T27, T248), (ASTM C136, C702, D75

APPENDIX C
MANUFACTURERS'
QUALITY CONTROL
CERTIFICATES

Section 1
HDPE Geomembrane

SKAPS INDUSTRIES
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skaps.com
Order Summary
Customer Name: Waste Connections Inc
Project Name: WCI Anson LF Phase 3 Cell 2. NC
Customer PO#: 6115-20-0004
Sales Order #: 31 C2000049
SR
Product
Ordered CITY
Shipped CITY
Balance CITY
1
60-HD-1 1 -BLK-BLK-AVG-STD-23.5
541,205.00
483,630.00
57,575.00
2
40-HD-00-BLK-BLK-AVG-STD-23.5
38,540.00
38,540.00
0.00
3
HD-BLK-5
33.00133.00
0.00
Shipment Summary
SR
Ship Date
BOIL #
Product
Shipped CITY
# of Roll
# of Spools
Broker
1
4/13/20
301312000194
HD-60T2 AVG
126,665.00
11
0
Sunteck/TTS
2
4/13/20
301312000195
HD-BLK-5
33.00
0
33
Sunteck/TTS
3
4/13/20
301312000195
HD-60T2 AVG
126,759.00
11
0
Sunteck/TTS
4
4/14/20
301312000198
IHD-60T2 AVG
126,665.00
11
0
Sunteck/TTS
5
4/14/20
301312000199
IHD-40S
38,540.00
2
0
Sunteck/TTS
6
4/14/20
301312000199
1HD-60T2 AVG
103,541.00
9
0
Sunteck/TTS
r- Total:
522,203.00
44
33
/NOWPROD/jbossnow/deploy/now.ear/nowui.war/reports/com/ihc/n 2020-04-14 17:11:51 Page 1 of 1

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skaDs.com
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone: [phone]
Product Code: 60-HD-11-BLK-BLK-AVG-STD-23.5
No
Roll#
Sq.Ft.
1
3111001741
11,515.00
2
3111001742
11,515.00
3
3111001743
11,515.00
4
1 3111001744
11,515.00
5
3111001771
11,515.00
6
3111001777
11,515.00
7
3111001779
11,515.00
8
3111001785
11,515.00
9
3111001787
11,515.00
10
1 3111001788
11,515.00
11
1 3111001790
11,515.00
Total Rolls: 11
Total Sq Feet: 126,665.00
Total Weight (lbs): 45,227.00
Driver sign below if you have received above
mentioned items
Driver's Sign: ��•„f.,r�
2•�
a�
Bill of Lading #: 301312000198
Ship Date: 4/14/20
Sales Order #: 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
SIGN HERE FOR SHIPPER:
SHIPPER ADDRESS: 571 INDUSTRIAL PKWY.
COMMERCE, GA 30529
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepencies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name Receiver's Signature
Receive Date Receiver's Company Name
Driver R?,g}tirements-
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Driver's Name: I`lZc� ro Vd,7
Driver's Cell Phone #:
Trucking Co.:
Trucking Co. Phone #:
Broker: Sunteck/TTS
Date: 4/14120
Truck Departure Time: 2- 1 5 '=
Driver's Instructions :
)river must call site contact 24 hours prior to delivery
)elivery Timings: 7:30am-4:30pm
nterorise Shim er : 10187736
CARRIER MUST COLLECT THE FREIGHT FROM THE BROILER ONLY
Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Carrier being understood throughout this Shipping Order as meaning the person or corporation In possession of
the property) agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to
destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either: (a) If the shipper noted herein is
SKAPS Industries as indicated by the designation of the "Shipper' to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Cartier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of
Lading set forth (1) in Official Southern, Western, and Illinois Freight Classifications in affect on the date hereof, If this a rail -water shipment, or (2) in the applicable motor carrier
classification or tariff if [his is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he is familiar with the terms
and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns.
IN OW PRO Drj bossnowld e p loylnow. earinowu i.wa rlreportslcomllhclnowlcom/LN R Shippi ngDeri n

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
tY. Yi Phone: [phone]
Fax: [phone]
www.skaos.com
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone: [phone]
Product Code: 40-HD-00-BLK-BLK-AVGSTD-23.5
No
Roll#
Sq.Ft.
1
3111002998
19, 270.00
2
3111002999
19,270.00
Total Rolls: 2
Total Sq Feet: 38,540.00
Total Weight (lbs): 7,846.00
Product Code: 60-HD-11-BLK-BLK-AVGSTD-23.5
No
Roll#
Sq.Ft.
3
3111001740
11,515.00
4
3111001745
11,515.00
5
3111001772
11,515.00
6
3111001775
11,515.00
7
3111001776
11,515.00
8
3111001781
11,515.00
9
3111001782
11,515.00
10
3111001783
11,515.00
11
3111001792
11,421.00
Total Rolls
Total Sq Feet: 103,541.00
Total Weight (lbs): 36,807.00
Driver sign below if �te received above
mentioned items
Driver's Sign:
Bill of Lading #: 301312000199
Ship Date: 4/14/20
Sales Order* 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
SIGN HERE FOR SHIPPER: I
SHIPPER ADDRESS: 1 IND STRIAL PKWY.
,COMM RCE, GA 30529
ATTN RECEIVER: PleaseAign below if you have received the
items mentioned on the BOL and any discrepencies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name
Receive Date
Receiver's Signature
Receiver's Company Name
Driver Regulrements:
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Driver's Name:7�
Driver's Cell Phone M 7o . /
Trucking Co.: : A
Trucking Co. Phone 4: ,- ijk 0�a (j
Broker: Sunteck/TTS
Date: 4/14/20
Truck Departure Time: ! S fcc/
Driver's Instructions
Driver must call site contact 24 hours prior to delivery
Delivery Timings: 7:30am-4:30pm
nterorise Shipper : 10187737
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Cartier" being understood throughout this Shipping Order as meaning the person or corporation in possession of
the property) agrees to carry to the place of delivery at said dsslinelion. It is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to
destination and as to each party at any time Interested in all or any of said property, that every service performed here under shall be subject to either: (a) if the shipper noted herein is
SKAPS Industries as Indicated by the designation of the "Shipper" to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries Is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight BIII of
Lading set forth (1) in Official Southern, Western, and Illinois Freight Classifications in affect on the dale hereof, if this a rail -water shipment, or (2) in the applicable motor carrier
classification or tariff if this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party Is the Shipper, Shipper hereby certifies that he is familiar with the terms
and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns.
/NOWPRODrbossnow/deploy/now.ear/nowui.war/reports/com/ihc/now/comILN RShlppingDefin

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
r Phone: [phone]
Fax: [phone]
www.skat)s.com
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone:[phone]
Product Code: 60-HD-11-BLK-BLK-AVGSTD-23.5
No
Roll#
Sq,Ft.
1
3112004256
11,515.00
2
3112004257
11,515.00
3
3112004258
11,515.00
4
3112004259
11,515.00
5
3112004260
11,515.00
6
3112004264
11,515.00
7
3112004265
11,515.00
8
3112004267
11,515.00
9
3112004269
11,515.00
10
3112004270
1 11,515.00
11
3112004271
111,515.00
Total Rolls:
Total Sq Feet:
Total Weight (I
Driver sign below If you t,
mentioned items:
Driver's Sign:
11
1 ,665.00
.00
ed above
Bill of Lading #: 301312000194
Ship Date: 4/13/20
Sales Order #: 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
SIGN HERE FOR SHIPPER: -- —
SHIPPER ADDRESS: 571 INDt]S_TRI PKWY.
COICIINIiEE, GA 30529
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepancies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name
Receive Date
Receiver's Signature
Receiver's Company Name
DrlverReauifgments:
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result i2_5elayed payments.
Driver's Name: r D
Driver's Cell Phone #: Lt :
Trucking Co.: !�1
Trucking Co. Phone M
Broker: Sunteck/TTS
Date: 4/13120
Truck Departure Time:
Driver's Instructions
Driver must call site contact 24 hours prior to delivery
Delivery Timings: 7:30am-4:30pm
nterDrise Shipper : 10186779
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Carder" being understood throughout this Shipping Order as meaning the person or corporation in possession of
the property) agrees to tarty to the place of delivery at sold destination. It Is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to
destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein Is
SKAPS Industries as Indicated by the designation of the "Shipper'to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) If the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and condilions of the Uniform Domestic Straight BIII of
Lading set forth (1) In Official Southern, Western, and Illinois Freight Classifications in effect on the date hereof, if this a roll -water shipment, or (2) In the appllcable motor carrier
classification or tariff If this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party Is the Shipper, Shipper hereby certifies that he Is familiar with the terms
and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns.
MO W PRODQb ossnow/deploy/now.ear/nowui.wer/re ports/comfi hc/now/eomfL N RShippingD efrn

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skaDS.COM
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone:[phone]
Product Code: 60-HD-11-BLK-BLK-AVG-STD-23.5
No
Roll#
Sq.Ft.
1
3111001780
11,515.00
2
3111001784
11,515.00
3
3111001789
11.615.00
4
3111001791
11,515.00
5
3112004255
11,515.00
6
3112004261
11.516.00
7
3112004263
11,515.00
8
3112004266
11,515.00
9
3112004268
11,609.00
10
3112004272
11,515.00
11
3112004273
11,515.00
Total Rolls: 11
Total Sq Feet: 126,759.00
Total Weight (Ibs): 45.184.00
Product Code: HD-BLK-5
No Pallet# Spools
1 310000522 33
Total Spools: 33
Total Weight (lbs): 645.10
Driver sign below if yo . av c t ed above
mentioned ite. �_ms
Driver's Sig
Bill of Lading M 301312000195
Ship Date: 4/13/20
Sales Order #: 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
f
SIGN HERE FOR SHIPPER:
SHIPPER ADDRESS: 571 INDUSTRIAL PKWY.
COMMERCE, GA 30529
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepencies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name Receiver's Signature
Receive Date Receiver's Company Name
Qriver Requirements
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Driver's Name: kiw S
Driver's Cell Phone #: �)L] 1 . i 5 - ti 2
Trucking Co.: L
Trucking Co. Phone M q --7q _ %
Broker: SuntecklTTS
Date: 4/13/20
Truck Departure Time: 1�17 f
Driver's Instructions :
river must call site contact 24 hours prior to delivery
Delivery Timings: 7:30am-4:30pm
Enterprise Shipper: 10186785
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received al Commerce, GA from SKAPS Industries the properly described above, Inapparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Cartier (the word "Carrier being understood throughout this Shipping Order as meaning the person or corporation in possession of
the property) agrees to carry to the place of delivery at said destination. his mutually agreed as to each Carrier of all or any of said properly, overall or any portion of said route to
destination and as to each party at any lime interested in all or any of said property, [het every service performed here under shall be subject to either. (a) if the shipper noted herein Is
SKAPS Industries as indicated by the designation of the "Shipper" to be SKAPS Industries, than the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper
and thus every aspect of the service to be perform here under between the Shipper and the Carder shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of
Lading set forth (1) in Official Southern, Western, and Illinois Freight Classifications In effect on the date hereof, If this a rall-water shipment, or (2) in the applicable motor carder
classification or tariff If this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper In placing the material in transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
initialed by the Shipper and not by SKAPS Indu::u.c: Subject to the above terms and •a^CWl_Ir•s ac to which party is the S i;:p Shipper hereby certifies that he is lamil[ar with the terns
and conditions that govern the transportation of ih,; chlpmerit, and the said lainir, and conditions we hereby agreed and;,Lcnpr@d for himself and his assigns.
/NOW PRODffbossnow/deploy/now.ear/nowui.war/reports/comAhclnow/com/LNRShippingDelin

SKAPS INDUSTRIES
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skaps.com
Order Summary
Customer Name: Waste Connections Inc
Project Name: WCI Anson LF Phase 3 Cell 2, NC
Customer PO#: 6115-20-0004
Sales Order #: 31 C2000049
SR
Product
Ordered QTY
Shipped QTY
Balance QTY
1
60-H D-1 1 -BLK-BLK-AVG-STD-23.5
541,205.00
253,424.00
287,781.00
2
HD-BLK-5
33.00
33.00
0.00
Shipment Summary
SR
Ship Date
BOIL #
Product
Shipped QTY
# of Roll
# of Spools
Broker
1
4/13/20
301312000194
HD-60T2 AVG
126,665.00
11
0
Sunteck/TTS
2
4/13/20
301312000195
HD-BLK-5
33.00
0
33
Sunteck/TTS
3
4/13/20
301312000195
HD-60T2 AVG
126,759,00
11
0
Sunteck/TTS
Total:
253,457.00
22
1 33
/NOWPROD/jbossnow/deploy/now.ear/nowuLwar/reports/com/ft/n 2020-04-13 17:02:04 Page 1 of 1

Ir
STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skaDs.com
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone: [phone]
Product Code: 60-HD-11-BLK-BLK-AVGSTD-23.5
No
Roll#
Sq.Ft,
1
3112004256
11,515.00
2
3112004257
11,515.00
3
3112004258
11,515.00
4
3112004259
11,515.00
5
3112004260
11,515.00
6
3112004264
11,515.00
7
3112004265
11,515.00
8
3112004267
11,515.00
9
3112004269
11,515.00
10
3112004270
1 11.515.00
11
1 3112004271
1 11,515.00
Total Rolls: _ 11
Total Sq Feet:
Total Weight (I
Driver sign below if you F
mentioned items:
Driver's Sign:
.00
above
Bill of Lading #: 301312000194
Ship Date: 4/13/20
Sales Order #: 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
SIGN HERE FOR SHIPPER: - -- — `-
SHIPPER ADDRESS: 1 571 INDUSTFi PKWY.
COMICif�RCE, GA 30529
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepancies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name
Receive Date
Receiver's Signature
Receiver's Company Name
Driver_Reaull ements:
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Driver's Name: (�`• n
Driver's Cell Phone M
Trucking Co.: Zz
Trucking Co. Phone #:
Broker: Sunteck/TTS
Date: 4113/20
Truck Departure Time:
Driver's Instructions :
river must call site contact 24 hours prior to delivery
elivery Timings: 7:30am-4:30pm
rater rise Shipper : 10186779
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Carder" being understood throughout this Shipping Order as meaning the person or corporation In possession of
the property) agrees to cant' to the place of delivery at said destination. It Is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to
destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein is
SKAPS Industries as Indicated by the designation of the "Shipped' to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of
Lading set forth (1) In Official Southern, Western, and Illinois Freight Classifications in effect on the dale hereof, if this a rail -water shipment, or (2) in the applicable motor carrier
classification or tariff If this is a motor terrier shipment When acting in the capacity of an agent for a Shipper in placing the materiel In transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carder having agreed that the transportation arrangement was
initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he Is familiar with the terms
and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns.
MOW PROD4bossnow/deploy/now.ear/nowui.war/reports/comAhc/now/comfLNRShippingDefin

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skar)s.com
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone: [phone]
Product Code: 60-HD-11-13LK-BLK-AVGSTD-23.5
No
Roll#
Sq.Ft.
1
3111001780
11,515.00
2
3111001784
11,515.00
3
3111001789
11,515.00
4
3111001791
11,515.00
5
3112004255
11.515.00
6
3112004261
11,515.00
7
3112004263
11,515.00
8
3112004266
11,515.00
9
3112004268
11,609.00
10
3112004272
11,515.00
11
3112004273
11,515.00
Total Rolls: 11
Total Sq Feet: 126,759.00
Total Weight (lbs): 45,184.00
Product Code: HD-BLK-5
No J Pallet# Spools
1 310000522 33
Total Spools: 33
Total Weight (lbs): 645.10
Driver sign below if y av T c t ed above
mentioned items
Driver's Sig .
Bill of Lading #: 301312000195
Ship Date: 4/13/20
Sales Order#: 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
SIGN HERE FOR SHIPPER:
SHIPPER ADDRESS: 571 INDUSTRIAL PKWY.
COMMERCE, GA 30529
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepancies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name Receiver's Signature
Receive Date Receiver's Company Name
Driver Requirements:
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Driver's Name: �� 5 :� LoCL
Driver's Cell Phone #: j 1. 1 -' a 2
Trucking Co.: L
Trucking Co. Phone M I
. - c.l <A -j
Broker: Sunleckr TS
Date: 4/13/20
Truck Departure Time: S r 7 d
Driver's Instructions :
Driver must call site contact 24 hours prior to delivery
Delivery Timings: 7:30am-4:30pm
me rise Shipper: 10186785
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received at Commerce. GA from SKAPS Industries the property described above, In apparent good order except as rioted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Carrier being understood throughout this Shipping Order as meaning the person or corporation in possession of
the property) agrees to carry to the place of delivery at said destination. It Is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to
destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein Is
SKAPS Industries as indicated by the designation of the "Shipper to be SKAPS Industries, then the Shipper and Cartier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) if the Shipper noted herein Is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Carder shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of
Lading set forth (1) in Official Southern, Western, and Illinois Freight Clesslfications In effect on the dale hereof, if this a rail -water shipment, or (2) in the applicable motor carrier
classification or tariff If this is a motor carrier shipment. When acting In the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
initialed by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he is familiar with the terms
and conditions that govern the transportation of thl's shipmeril, and the said terms and conditions are hereby agreed and accepted for himself and his assigns,
/NOW PRODlbossnow/deploy/now.earinowul.war/reports/comfihc/now/comILNRShippingDarrn

(D0(— � V ' xiw
Product: 60-HD-11-BLK-BLK-AVG-STD-23.5 Quality Manager:
4J
Project: WCI Anson LF Phase 3 Cell 2, NC
L-A b,,J Date: April 3, 2020
Z
■ Cust PO: 6115.20-0004 SKAPS SO: 31C2000049
2 Us
We hereby certify the following test results eferenced product/project :
Thick
Asperity
Tensile
Elong
Tensile
Elong
Tear
Punct
Density
Carbon
CB Dis p
(Views
Resin
Gross
ness
MAV
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
(glcc)
Black
in Cat
I
OIT
Roll
Area
Weight
(mil)
(mil)
/(ppi)
(°I°) ✓
(Ppi)
✓ N ✓
L,-'
(Ib)
°
(�0)
1 or2)
esn
Lots#
Number
(sq ft)
(lb)
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 4833
D 1505
D 4218
D 5596
1 D 3895
Side A
Side B
MD
TD
MD
TD
MD
TD
MD
TD
MD
TD
3111001740
11,515
4,065
60
28
25
161
172 17
16
207
182
513
478
54
58'
161
0.947
2.4
10 210
PKG610960
31110017,41
11,515
4,057
60
28
27
161
172 17
16
207
182
513
478
54
58
161
0.947
2.4
10
210
PKG610960
3111001742
11,515
4,056
60
27
27
161
172 17
16
207
182
513
478
54
58
161
0.947
2.4
10
210
PKG610960
3111001743
11,515
4,057
60
26
25
161
172 17
16
207
182
513
478
54
58
161
0.947
2.4
10
210
PKG610960
3111001744
11,515
4,056
60
26
26
175
182
17
16
223
199
543
512
55
60
160
0.946
2.5
10
210
PKG610960
3111001745
11,515
4,058
60
26
25
175
182
17
16
223
199
543
512
55
60
160
0.946
2.5
10
210
PKG610960
25
22
179
523
55
3111001771
11,515
3,939
60
152
159
17
16
188
546
58
153
0.947
2.8
10
210
PKG610960
31110017,72
11,515
3,982
60
27
25
152
159
17
16
188
179
523
546
55
58
153
0.947
2.8
10
236
PKA810660
3111001775
11,515
3,989
60
29
27
152
159 17
16
188
179
523
546
55
58
153
0.947
2.8
10
236
PKA810660
3111001776
11,515
4,025
60
30
28
170
176
17
16
201
154
536
407
55
58
153
0.947
2.6
10
236
PKA810660
3111001777
11,515
4,148
60
33
31
170
176 17
16
201
154
536
407
55
58
153
0.947
2.6
10
236
PKA810660
3111001779
11,515
4,143
61
34
33
170
176 17
16 201 154
536
407
55
58
153 0.947
2.6
10
236 PKA810660
DCN: SKAPS LOG 0 4 � � (o tr.; SKAPS Industries
Effective Date: Fehru ry 26,2020 571 Industrial Parkway
Rev 0 Commerce, GA 30529
Phone:[phone]
Fax: [phone]
E-Mail:[e-mail]

r
- s J�
zq! T
Product: 60-HD-1I-BLK-BLK-AVG-STD-23.5 Quality Manager:
Project: WC[Anson LF Phase 3 Cell 2, INC Date: April 3, 2020
Cust P0: 6115.20.0004 SKAPS SO: 31 C2000049
We hereby certify the following test results for the above referenced product/project
Thick
Asperity
Tensile
Elong
Tensile
Elong
Tear
Punct
Density
Carbon
CB Disp
(Views
Resin
Gross
ness
MAV
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
(g/cc)
Black
in Cat
OIT
Roll
Area
Weight
(mil)
(mil)
(ppi)
(%)
(ppi)
(%)
(lb)
(lb)
(%)
1 or 2)
Resin
Lot #
Number
(sq ft)
(lb)
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 4833
D 1505
D 4218
D 5596
D 3895
Side A Side B
MD
TD
MD
TD
MD
TD
MD
TD
MD
TD
3111001780 11,515 4,178 61 31 30
170
176 17
16
201
154
536
407
55
58
153
0.947
2.6
10
236
PKA810660
3111001781
11,515
4,191
62
35
34
170
176
17
16
201
154
536
407
55
58
153
0.947
2.6
10
236
PKA810660
3111004782
11,515
4,198
61
30
31
163
170
17
16
188
195
502
563
54
57
150
0.946
2.5
10
236
PKA810660
3111001783
11,515
4,203
61
31
30
163
170
17
16
188
195
502
563
54
57
150
0.946
2.5
10
236
PKA810660
3111001784
11,515
4,156
61
31
28
163
170
17
16
188
195
502
563
54
57
150
0.946
2.5
10
236
PKA810660
3111001785
11,515
4,192
61
31
29
163
170
17
16
188
195
502
563
54
57
150
0.946
2.5
10
236
PKA810660
311100,1786
11,515
4,178
63
31
29
167
171
17
16
215
181
581
514
54
57
150
0.946
2.8
10
236
PKA810660
3111001787
11,515
4,180
63
31
29
167
171
17
16
215
181
581
514
54
57
150
0.946
2.8
10
236
PKA810660
3111001788, 11,515
4,216
62
30
26
167
171
17
16
215
181
581
514
54
57
150
0.946
2.8
10
236
PKA810660
3111001789
11,515
4,176
61
26
29
167
171
17
16
215
181
581
514
54
57
150
0.946
2.8
10
236
PKA810660
3111001790
11,515
4,183
61
26
30
167
171
17
16
215
181
581
514
54
57
150
0.946
2.8
10
236 PKA810660
236 PKA810660
3111001'91
11,515
4,118
62
28
29
167
172 17
15
194 177
526
487
55
58
152
0.947
2.7
10
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: February 26,2020 571 Industrial Parkway Fax: [phone]
Rev 0 Commerce, GA 30529 E-Mail:[e-mail]

Product: 60-HD-11-BLK-BLK-AVG-STD-23.5 Quality Manager: 4�4A
Project: WCI Anson LF Phase 3 Cell 2, NC Date: April 3, 2020
Cust PO: 6115-20.0004 SKAPS SO: 31C2000049
We hereby certify the following test results for the above referenced product/project .
Thick
ness
Asperity
Tensile
Elong Tensile
Elong
Tear
Punct
Density
Carbon
CB Disp
(Views
Resin
Gross
MAV
Height
at Yield
at Yield at Break
at Break
Resistance
Resist
(glcc)
Black
in Cat
OIT
Roll
Area
Weight
(mil)
(mil)
(ppi)
(%) (ppi)
(%)
(lb)
(lb)
°
(/°)
1 or2)
Resin
Number
Number
(sG ft)
(lb)
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
Side A
Side B
MD I
TD
MD
TD MD
TD
MD
TD
MD
TD
D 4833
D 1505
D 4218
D 5596
D 3895
3111001792
11,421
4,096
63
29
31
167
172 17
15 194 177
15 194 177
526
487
55
58
152
0,947
2.7
10
236
PKA810660
311100/793
11,515
4,168
61
28
30
167
172
17
526
487
55
58
152
0.947
2.7
10
236
PKA810660
3112002256
11,515
4,030
62
26
25
170
174
17
16
184
144
459
341
53
57
148
0.946
2.4
10
273
PKG611060
3112002257
11,515
4,013
62
26
27
170
176
17
16
199
172
511
448
53
57
152
0.945
2.6
10
273
PKG611060
3112004255
11,515
4,130
62
27
26
167
167
16
16
196
170
487
476
54
57
153
0,947
2.4
10
231
PKM821000
3112004256
11,515
4,128
61
25
23
167
167
16
16
196
170
487
476
54
57
153
0.947
2.4
10
231
PKM821000
3112004257
11,515
4,126
61
25
24
167
167
16
16
196
170
487
476
54
57
153
0.947
2.4
10
231
PKM821000
3112004?58
11,515
4,120
62
26
24
167
167
16
16
196
170
487
476
54
57
153
0.947
2.4
10
231
PKM821000
3112004259
11,515
4,112
63
25
25
167
167
16
16
196
170
487
476
54
57
153
0.947
2.4
10
231
PKM821000
3112004260
11,515
4,092
62
25
23
178
173
16
16
210
196
533
541
53
56
150
0.948
2.5
10
231
PKM821000
3112004261
11,515
4,056
63
25
25
178
173
16
16
210
196
533
541
53
56
*150
0.948
2.5
10
231
PKM821000
3112004262
11,515
3,982
60
22
23
178
173
16
16
210
196
533
541
53
56
150
0.948
2.5
10
231
PKM821000
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: February 26,2020 571 Industrial Parkway Fax: [phone]
Rev 0 Commerce. GA 30529 E-Mail:[e-mail]

r�
4
Product: 60-HD-1I-BLK-BLK-AVG-STD-23.5 Quality Manager: Z�*AeTw
Project: WCI Anson LF Phase 3 Cell 2, NC Date: April 3, 2020
f
Cust PO: 6115-20.0004 SKAPS SO: 31C2000049
We hereby certify the following test results for the above referenced product/project
Thick
Hess
Asperity
Tensile
Elong
Tensile
Elong
Tear
Punct
Density
Carbon
CB Disp
(Views
Resin
Gross
MAV
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
(glcc)
Black
in Cat
OIT
Roll
Area
Weight
(mil)
(mil)
(ppi)
N
(ppi)
N
(lb)
(Ib)
o
N
1 or 2)
Resin
Number
(sq ft)
(lb)
Lot #
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 4833
D 1505
D 4218
D 5596
D 3895
Side A
Side B
MD
TD
MD
TD
MD
TD
MD
TD
MD
TD
3112004263
11,515
4,072
61
22
23 178
173 16
16
j 210 196
533 541
53
56
150 0.948
2.5
10
229 PKM820990
3112004264
11,515
4,080
60
21
23
169
168
16
17
177
206
481
541
53
56
150 0.948
2.3
10
229
PKM820990
3112004265
11,515
4,080
60
21
21
169
168
16
17
177
206
481
541
53
56
150
0.948
2.3
10
229
PKM820990
3112004266
11,515
4,078
60
22
20
169
168
16
17
177
206
481
541
53
56
150
0.948
2.3
10
229
PKM820990
3112004267
11,515
4,072
61
21
21
169
168 16
i
17
177
206
481
541
53
56
150
0.948
2.3
10
229
PKM820990
3112004268
11,609
4,114
61
21
22
169
168
16
17
177
206
481
541
53
56
150
0.948
2.3
10
229
PKM820990
31120049
11,515
4,088
60
21
22
169
164
17
16
189
173
467
428
54
57
155
0.946
2.3
10
229
PKM820990
3112 04270
11,515
4,078
61
24
23
169
164
17
16
189
173
467
428
54
57
155
0.946
2.3
10
229
PKM820990
31120042,71
11,515
4,060
61
22
24
169
164
17
16
189
173
467
428
54
57
155
0.946
2.3
10
229
PKM820990
3112004N2
11,515
4,044
60
25
24 0
169
164
17
16
189
173
467
428
54
57
155
0.946
2.3
10
229
PKM820990
3112004273
11,515
4,062
60
24
24
167
181 I 17 h5
178
179
411
467
54
57
155
1 0.946
2.4
1 10
229
PKM820990
DCN: SKAPS LOG 014
Effective Date: February 26,2020
Rev 0
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Phone: [phone]
Fax:[phone]
E-Mail:[e-mail]

Produ
40-HD 0-BLK-BLK-AVG-STD-23.5
Quality Manager:
T
Project
W Anson LF Phase 3 Cell 2, NC
Date:
April 3, 2020
•
Cust PO:
6115-20-0004
SKAPS SO:
31C2000049
We hereb ertify the7fllOng test results fort
above referenced product/project
Thick
ness
Tensile Elong
Tensile
Elong
Tear
Punct
Density
Carbon
CB Disp
(Views
Resin
Gross
MAV
at Yield at Yield
at Break
at Break
Resistance
Resist
(glcc)
Black
in Cat
OIT
Roll
Area
Weight
(mil)
(ppi) ( % )
(pp)i
"�o
( )
(lb)
(lb)
o
( �0)
1 or 2)
Resin
Number
(sq ft)
(lb)
Lot #
ASTM
ASTM D 6693 ASTM D 6693
ASTM D 6693
ASTM D 6693
ASTM D 1004
ASTM
ASTM
ASTM
ASTM
ASTM
D 5199
MD I TD
MD
TD
MD
TD
MD
TD
D 4833
D 1505
D 4218
D 5596
D 3895
3111002998
19,270 3,920
41
7MDTD
96 101 17
193 170
802 725
32 35
110 0.946
2.4 10
j 219 PKM820730
3111002999
19,270 3,926
96 101 19 17
{ 193 170
802 725
32 35
110 0.946
2.4 ` 10
I i
219 PKM820730
42
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: February 26,2020 571 Industrial Parkway Fax: [phone]
Rev 0 Commerce, GA 30529 E-Mail:[e-mail]

v
Product: 60-HD-11-BLK-BLK-AVG-STD-23.5 Quality Manager:
W6
Project : WCI Anson LF Phase 3 Cell 2, NC Date: June 23, 2020
"�• - Cust P0: 6115.20-0004 SKAPS SO: 31C2000049
We hereby certify the following test results for the above referenced product/project
Thick
Thick
Asperity
Tensile
Elong
Tensile
Elong
Tear
Punct
Density
Carbon
CB Disp
(Views
Stress
Crack
Resin
Gross
Hess
MAV
Hess
MIN
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
(glcc)
Black
in Cat
Res.
OIT
Roll
Area
weight
(mil)
(mil)
(mil)
(ppi)
N
(ppi)
N
(lb)
(Ib)
o
N
1 or 2)
(hour)
Resin
Lot #
Number
(sq ft)
(lb)
D 1004
ASTM
ASTM
ASTM D 7466
ASTM D 6693
ASTM D 6693
ASTM D 6693
ASTM D 6693
ASTM
ASTM
ASTM
ASTM
ASTM
ASTM
ASTM
D 5994
D 5994
D 4833
D 1505
D 4218
D 5596
D 5397
D 3895
Side A
Side B
MD
TD
MD
TD
MD
TD I.MD
TD
MD
TD
3112005715
11,515
3,990 63
59
31
33
173
167
16
17 162
198
332 518
55
58
153
0.950
2.7
10
500+
274
20C1305
3112005716
11,515
3,986
63
61
25
28
173
167
16
17
162
198
332
518
55
58
153
0.950
2.7
10
500+
274
20C1305
3112005717
11,515
3,991
62
59
27
26
160
171
17
16
197
180
511
512
53
57
150
0.947
2.6
10
500+
274
20C1305
3112005718
11,515
3,994
63
60
27
28
160
171
17
16
197
180
511
512
53
57
150
0.947
2.6
10
500+
274
20C1305
3112005720
11,515
4,010
62
57
27
28
160
171
17
16
197
180
511
512
53
57
150
0.947
2.6
10
500+
274
20C1305
3112005721
11,515
4,010
61
58
30
31
163
166
17
15
160
187
462
475
53
57
150
0.947
2.3
10
500+
274
20C1305
3112005725
11,515
4,004
63
59
32
32
163
166
17
15
160
187
462
475
53
57
150
0.947
2.3
10
500+
274
20C1305
3112005726
11,515
3,993
61
57
31
29
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005727
11,515
3,989
61
58
30
31
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005728
11,515
3,997
62
57
28
29
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005729
11,515
3,980
61
57
28
29
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005730
11,515
3,987
62
59
26
29
166
159
15
17
156
11 185
398
491
54
58
150
0.948
2.4
10 500+
274 20C1305
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: February 26,2020 571 Industrial Parkway Fax: [phone]
Rev 0 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
(CONFIDENTIAL)
CUSTOMER:SKAPS INC. S/O NO EV5A176
571 INDUSTRIAL PARKWAY CUSTOMER PO 30131200370
R/C: NS DATE SHIPPED: 5/09/20
COMMERCE GA 30529 LOT NO : 20C1305
PRODUCT :HL3812 WEIGHT (LB) : 196,750.00
RAILCAR FPAX200240 CUSTID:FT04342 SPIDMI
CLEANING/INSPECTION NO: 200240032520
TEST ITEM REFERENCE METHOD TEST VALUE
Melt Index,g/10min ASTM D1238 .075
Density, g/cm3 ASTM D1505 .9373
QC SUPERVISOR: LINDA KAO

15pa� -2-�O
Anson LF Cell 2 Geomembrane Asperity Field Test
This data is based on the deployment process!
/
Side A
Side 8
!�� C--�
Panel 1- Roll Number 3111001792
28
30)
-2 _ 2
Panel 2- Roll Number
1792
28
30,
Panel 3- Roll Number
1782
29
30
2-0
Panel 4- Roll Number
1782
29
30
Panel 5- Roll Number
1782
29
30
Panel 6- Roll Number
1788
30
28 --�!, 30 _ Z G
Panel 7- Roll Number
1745
26
2
Panel 8- Roll Number
1745
26
27
Panel 9- Roll Number
1781
34
34
3s-3`j
Panel 10- Roll Number
1781
34
34
Panel 11- Roll Number
1772
27
26
Panel 12- Roll Number
1772
27
26
Panel 13- Roll Number
1743
26
26
Panel 14- Roll Number
1743
26
26
Panel 15- Roll Number
1787
30
29
Panel 16- Roll Number
1787
30
29
Panel 17- Roll Number
1787
30
29
Panel 18- Roll Number
1788
30
27
Panel 19- Roll Number
1788
30
27
Panel 20- Roll Number
1775
29
27
ZG
1
Panel 21- Roll Number
1775
29
27
Panel 22- Roll Number
1785
30
29)

t�
Panel 23- Roll Number 1785 30 29) -2-1
Panel 24- Roll Number
1783
30
3O\,
3 ` , to
Panel 25- Roll Number
1783
30
30)
Panel 26- Roll Number
1771
25
2
2'S—Z2.
Panel 27- Roll Number
1771
25
25
Panel 28- Roll Number
1790
27
30
� G_ 3p
Panel 29- Roll Number
1790
27
30
Panel 30- Roll Number
1741
28
28
Panel 31- Roll Number
1741
28
28
Panel 32- Roll Number
1744
26
27
Panel 33- Roll Number
1744
26
27
Panel 34- Roll Number
2257
26
27
Panel 35- Roll Number
2257
26
27
Panel 36- Roll Number
1789
27
29
Panel 37- Roll Number
1789
27
29
Panel 38- Roll Number
1780
30
30Tl 3l 3

CoA Date: 09/27/2019
CPChem'
Certificate of Analysis
Shipped To: SKAPS
571 Industrial Park Way
COMMERCE GA 30529-1326
USA
Recipient: UA- OP
Fax:
Delivery #: 80049366
PO #: 30131190499
Weight: 183300.000 LB
Ship Date: 09/27/2019
Package: BULK
Mode: Hopper Car
Car #: SHQX041904
Seal No: 170994
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PKA810660
Property
Test Method
Value -
Unit
Melt Index
ASTM D1238
0.120
g/10min
HLMI Flow Rate
ASTM D1238
1396
g/10min
Density
D1505 or D4883
0.9383 r/
g/cm3
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact James Garcia at [phone]
Pagel of 1

CoA Date: 09/04/2019
CPChem-
Certificate of Analysis
Shipped To: SKAPS
571 Industrial Park way
COMMERCE GA 30529-1326
USA
Recipient: Patel
Fax:
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PKG610960
Property
Melt Index
HLMI Flow Rate
Density
HLMI WAIVED BY NILAY PATEL
Test Method
ASTM D1238
ASTM D1238
D1505 or D4883
Delivery #: 80034512
PO #: 30131190458
Weight: 182200.000 LB
Ship Date: 09/04/2019
Package: BULK
Mode: Hopper Car
Car #: CPCX007059
Value Unit
0.060 v g/10min
8.00 g/10min
0.9370 g/cm3
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
IA&r *1
Troy Griffin
Quality Systems Coordinator
For CoA questions contact James Garcia at [phone]
Pagel of 1

CoA Date: 09/13/2019
CPChem'
Certificate of Analysis
Shipped To: SKAPS Delivery #: 80041638
571 Industrial Park Way PO #: 30131190499
COMMERCE GA 30529-1326 Weight: 174500 000 LB
USA Ship Date: 09/13/2019
Package: BULK
Recipient: Patel Mode: Hopper Car
Fax: Car #: CHVX890374
Seal No: 149100
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PKG611060
Property
Test Method
Value
Unit
Melt Index
ASTM D1238
0.070
g/10min
HLMI Flow Rate
ASTM D1238
10.60
g/10min
Density
D1505 or D4883
09370
g/cm3
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
t&T *
Troy Griffin
Quality Systems Coordinator
For CoA questions contact James Garcia at [phone]
Pagel of 1

fr7
CPChem-
Certificate of Analysis
Shipped To: SKAPS
571 Industrial Park Way
COMMERCE GA 30529-1326
USA
Recipient: Patel
Fax:
Prod uct:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PKM821000
Property
Melt Index
HLMI Flow Rate
Density
CoA Date: 02/14/2020
Delivery k. 80136963
PO * 30131200140
Weight: 175600.000 LB
Ship Date: 02/14/2020
Package: BULK
Mode: Hopper Car
Car #. CPCX816029
Seal No: 202974
Test Method
Value
Unit
ASTM D1238
0.070
g/10min
ASTM D1238
11.70
g/10min
D1505 or D4883
0 9370
g/cm3
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact James Garcia at [phone]
Page 1 of 1

heal•
Certificate of Analysis
Shipped To: SKAPS
571 Industrial Park Way
COMMERCE GA 30529-1326
USA
Recipient: UA- OP
Fax:
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PKM820990
CoA Date: 02/14/2020
Delivery #: 80136962
PO #: 30131200140
Weight: 177400.000 LB
Ship Date: 02/14/2020
Package: BULK
Mode: Hopper Car
Car #: GPLX076993
Seal No: 202975
Property
Test Method
Value
Unit
f
Melt Index
ASTM D1238
0.060
g/10min
HLMI Flow Rate
ASTM D1238
11.40
g/10min
Density
D1505 or D4883
0.9370
g/cm3
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact James Garcia at [phone]
Pagel of 1

CoA Date: 01/1512020
�T
epche -
Certificate of Analysis
Shipped To: SKAPS
Delivery #: 80117919
571 Industrial Park Way
PO #: 30131200054
COMMERCE GA 30529-1326
Weight: 182300.000 LB
USA
Ship Date: 01/15/2020
Package: BULK
Recipient: UA- OP
Mode: Hopper Car
Fax:
Car #: SHQX041683
Seal No: 202921
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PKM820730
Property Test Method Value
Unit
✓
Melt Index ASTM D1238 0.100
g/10min
HLMI Flow Rate ASTM D1238 16-20
g/10min
Density D1505 or D4883 0.9360 V
g/cm3
HLMI WAIVED BY N. PATEL
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem)
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact James Garcia at [phone]
Page 1 of 1

Section 2
Geosynthetic Clay Liner

BENTOMAr ST
CERTIFIED PROPERTIES
CETCO& Bentomat(� ST is a reinforced geosynthetic clay liner (GCL) consisting of a layer of sodium bentonite between a polypropylene
woven geotextile and a polypropylene nonwoven geotextile, which are needle -punched together.
MATERIAL PROPERTY
TEST METHOD
TEST FREQUENCY
CERTIFIED VALUES
Woven Base Geotextile
Mass/Area'
Nonwoven Cap Geotextile
Mass/Area'
ASTM D5261
ASTM D5261
200,000 ft2 (20,000 m2)
3.2 oz/yd2 (108 g/m2) min.
200,20,000 m
000 ft2 2 ( )
6.0 oz d2
/Y203 g/m2 ( ) min.
Bentonite Moisture Content2
ASTM D2216
1 per 50 tonnes
12% max.
Bentonite Swell Index2
ASTM D5890
1 per 50 tonnes
24 mL/2g min.
Bentonite Fluid Loss2
ASTM D5891
1 per 50 tonnes
18 mL max.
Bentonite Mass/Area3
ASTM D5993
40,000 ft2 (4,000 m2)
0.75 lb/ft2 (3.7 kg/m2) min.
Total Mass/Area3
ASTM D5993
40,000 ft2 (4,000 m2)
0.81 lb/ft2 (4.0 kg/m2) min.
GCL Moisture Content
ASTM D5993
40,000 ft2 (4,000 m2)
35% max.
GCL Grab Strength4
ASTM D6768
200,000 ft2 (20,000 m2)
30 Ibs/in (5.3 kN/m) min.
GCL Peel Strength
ASTM D6496
40,000 ft2 (4,000 m2)
3.5 Ibs/in (610 N/m) min.
GCL Hydraulic Conductivity5
ASTM D5887
250,000 ft2 (25,000 m2)
5 x 10-1' m/s max.
GCL Index Flux5
ASTM D5887
250,000 ft2 (25,000 m2)
1 x 10-8 m3/m2/s Max.
GCL Hydrated Internal
Shear Strength6
ASTM D6243
1,000,000 ft2 (100,000 m2)
500 psf (24 kPa) typ.@ 200 psf (9.6 kPa)
Notes:
1 Geotextile property tests performed on the geotextile components before they are incorporated into the finished GCL product.
2 Bentonite property tests performed before the bentonite is incorporated into the finished GCL product.
3 Reported at 0% moisture content.
4 All tensile strength testing is performed in the machine direction using ASTM D6768.
5Index flux and hydraulic conductivity testing with deaired distilled/deionized water at 80 psi (550 kPa) cell pressure, 77 psi (530 kPa) headwater pressure
and 75 psi (515 kPa) tailwater pressure.
6 Peak values measured at 200 psf (9.6 kPa) normal stress for a specimen hydrated for 48 hours. Site -specific materials, GCL products, and test conditions
must be used to verify internal and interface strength of the proposed design.

CETCO 2870 Forbs Avenue Hoffman Estates, IL 60192
841.651.1800 800.527.9948 Fax [phone] www.cetco.com
February 11, 2020
RE: WCN - Anson County LF Expansion ('20)
Geosynthetic Clay Liner
To whom it may concern:
CETCO° was provided with Section 02780 - Geosynthetic Clay Liner, pages 02780-1 through 11, dated
October, 2016 of the Technical Specification and prepared by Civil & Environmental Consultants, Inc. for
the above -referenced project. Based upon our review of this information, CETCO° proposes to supply
Bentomat° ST as the geosynthetic clay liner (GCL) for this project. A Technical Data Sheet (TDS) for
Bentomat° ST is enclosed, and Bentomat® ST will meet or exceed the project requirements as indicated
by the aforementioned documents with the exceptions and clarifications identified below.
• Interface Shear & Internal Shear Strength: Interface and internal shear strength performance for
CETCO° GCLs are functions of project -specific design parameters; materials that will be incorporated
into the project construction adjacent to our GCL; and, anticipated site conditions. Regardless of the
particular GCL specified or recommended, only project -specific shear testing can verify that
performance can meet the expectations of the design.
• Hydrated internal shear strength: CETCO° only certifies that the hydrated internal shear strength of
our GCLs will meet or exceed the strength value listed on our product's TDS utilizing ASTM Standard
Test Method D5321 or D6243 and tested under the conditions indicated.
• Quality Control Testing and Test Frequencies: CETCO® performs quality control testing via the
test methods and frequencies conforming to the current revision of ASTM D5889, Standard Practice
for Quality Control of Geosynthetic Clay Liners, and industry standard specification GRI-GCL3,
Standard Specification for Test Methods, Required Properties, and Testing Frequencies of
Geosynthetic Clay Liners. The enclosed TDS for Bentomat® ST lists the industry standard testing
performed by CETCO°. Accordingly, CETCO° recommends manufacturing quality control testing be
performed at the industry standard frequencies for this project. However, should the indicated
manufacturing requirements be maintained, CETCO° can accommodate this at additional cost, which
can be arranged at the time of product purchase.
• Peel Strength: Finished GCL peel strength is no longer tested via ASTM Standard Test Method
D4632. ASTM D4632 was originally developed for the testing of geotextiles and is considered an
outdated test method for GCLs. Since 2004, the industry has utilized a test method specifically
developed for GCLs: ASTM D6496. These test methods have formally been adopted in the industry
standard specifications: GRI-GCL3, Standard Specification for Test Methods, Required Properties,
and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for
Quality Control of Geosynthetic Clay Liners. Further, the modified test method of ASTM D4632
previously utilized for GCLs is no longer a certifiable test method for GCL performance because it is
no longer accredited by the GAI-LAP laboratory accreditation program. We have enclosed CETCO®
Technical Reference No. 334 (TR-334), which provides greater explanation of this industry change,
and request that the designer review the Certified Properties for Bentomat° ST as indicated on the
enclosed TDS and confirm suitability for this application.
• Geotextile Properties: The Specification requires Grab Elongation values for the geotextile
components of the GCL. It should also be noted that the industry standard specifications: GRI-GCL3,
Standard Specification for Test Methods, Required Properties, and Testing Frequencies of
Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic
Clay Liners, require only mass per unit area and grab strength testing. Mass per unit area and grab
strength testing results will be supplied with the MQC certification package. Further, CETCO° certifies
that the finished GCL will conform to the Certified Properties indicated on the enclosed TDS.
Accordingly, we request an exception to the geotextile testing requirements.
N ir�E re a.Ls
rcau�e_neir.s
VAEj. AMIn@ralsTee hnologlesCompany
14pr

CETCO 2870 Forbs Avenue Hoffman Estates, IL 60192
847.851.1800 800.527.9948 Fax [phone] www.cetco.com
GCL Grab elongation: The Specification requires a grab elongation of 15 percent when measured
by ASTM D4632. GCL elongation is no longer an industry standard measure of finished GCLs and is
not required by industry standard specifications: GRI-GCL3, Standard Specification for Test Methods,
Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889,
Standard Practice for Quality Control of Geosynthetic Clay Liners. Historical data shows that
Bentomat° ST has a typical grab elongation of about 15 percent. CETCO® request the designer
review the Certified Properties for Bentomat° ST as indicated on the enclosed TDS and confirm
suitability for this application.
Bentonite Moisture Content: The Technical Specification requires that the maximum bentonite
moisture content not exceed 12%. For clarity, the bentonite moisture content prior to manufacturing
CETCO° GCLs is no greater than 12%. As part of CETCO°'s proprietary GCL manufacturing process,
water is added to the bentonite to assist GCL needle -punching. As a result, the typical moisture
content of the bentonite in our finished GCLs leaving our manufacturing facilities is between 25 and
35 percent. These values are well below that of hydrated bentonite and will have no negative effect
on installation or performance. Further, the industry standard specification governing GCLs, GRI-
GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of
Geosynthetic Clay Liners, accepts a maximum GCL moisture content of 35%.
Bentonite Mass per Unit Area: : A minimum bentonite content (mass/unit area) of 1.0 Ib/ft2 is
specified for the project when tested at zero (dry) moisture content. CETCO can meet the required
hydraulic conductivity with the industry standard for bentonite content is 0.75 Ib/ft2 when tested at zero
moisture content per GRI-GCL3. Please confirm Bentomat® ST, which conforms to GRI-GCL3, would
be acceptable in lieu of the bentonite content specified by Section 02780 of the Specifications.
Additionally, since 1999, the industry has utilized a test method specifically developed for GCLs, ASTM
D5993, Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners. This test
method has been formally adopted in the industry standard specifications, GRI-GCL3, Standard
Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay
Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners.
Accordingly, we request an exception to the GCL mass per unit area testing via the modified test
method of ASTM D5261 in favor of the current industry standard test method. We request the
designer review the Certified Properties for Bentomat° ST as indicated on the enclosed TDS and
confirm suitability for this application.
Hydraulic Conductivity: The Technical Specification requires that hydraulic conductivity
(permeability) be measured via ASTM D5084, Standard Test Methods for Measurement of Hydraulic
Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter. ASTM D5084 is
intended for determining the permeability of soil under a variety of different methods. Since 1999, the
industry has utilized a test method specifically developed for GCLs. ASTM D5887 has been adopted
as the manufacturing quality control test and provides guidance for testing the GCL under a 35 kPa (5
psi) confining pressure with a 15 kPa (2 psi) head pressure. In addition to providing index flux values,
ASTM D5587 also provides hydraulic conductivity data. This test method has formally been adopted
in the industry standard specifications: GRI-GCL3, Standard Specification for Test Methods, Required
Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard
Practice for Quality Control of Geosynthetic Clay Liners. We request the designer review the
Certified Properties for Bentomat° ST as indicated on the enclosed TDS and confirm suitability for this
application.
Bentonite Granular Size: CETCO does not certify particle size, but CETCO uses only natural
Wyoming sodium bentonite in granular form, and performs free swell and fluid loss in accordance with
current industry standard methods of ASTM as indicated on the attached TDS.
Woven Geotextile Mass per Unit Area: The Specification requires the woven geotextile to have a
minimum mass per unit area of 3.3 ounces per square yard. The governing industry standard
specification for GCLs: GRI-GCL3, Standard Specification for Test Methods, Required Properties, and
Testing Frequencies of Geosynthetic Clay Liners requires a minimum average mass per unit area of
3.2 ounces per square yard for nonwoven geotextiles used in the construction of GCLs. Regardless of
this small variation, CETCO° certifies that our GCL will meet the strengths and hydraulic performance
listed in the enclosed TDS for Bentomat® ST.
V MERS.LS
iCC.,, NDLOo Jr.s
.EAT AMinerals TechnologlasCompany
14'

r� ^ `" CETCO 2870 Forbs Avenue Hoffman Estates, IL 60192
{ ` 047.851.1800 800.527.9948 Fax [phone] www.cetco.com
In addition to our Bentomat° ST TDS and the Technical References, please find enclosed our quotation
based upon the above -indicated exceptions. Placement of an order in connection with the above -
referenced project acknowledges receipt of this letter and acceptance of the proposed product and
exceptions and clarifications made herein. We appreciate your interest in CETCO® Environmental
Products. Please call Scott Perugia at [phone] if you have any further questions.
Very truly yours,
'&� &#r4'
Technical Sales Manager
CETCO° Environmental Products
MNERAL5
TOCHNOWGINS
VAEAV AMlnerakTeclmologlesCompany
111OF

CETCO
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
RECAP SHEETS
TO: WASTE CONNECTIONS FROM: CETCO / JENNIE
WCN - ANSON COUNTY LF EXPANSION ('20)
POLKTON,NC
NELSON BREEDEN
LO - RPM
E-MAIL: [e-mail]
CUSTOMER P.O. 6115-20-0004
ORDER: 537,750 SF BENTOMAT ST (239 ROLLS)
30 BAGS CG-50
ORDER #
TRUCK
SHIP DATE
ROLLS
ROLL SFT
BAGS
55046464
55046467
RUN DIRECT
4/15/2020
16
36000
0
550464681
ROAD KING EXPRESS
4/15/2020
16
36000
0
55046469
ELP
4/15/2020
16
36000
0
55046470
55046471
55046472
JDP TRUCKING
4/15/2020
16
36000
0
55046473
55046474
55046475
55046476
55046477
55046478
55046479
55046480
TOTALS
64
144000
0
Page 1 of 19

Bill of Lading
Page 1 of 1
AMERICAN COLLOID COMPANY
Shippers No : 55046468 Delivery No : 31768433 Previous Page
Straight Bill of Lading - Original Loader: HM Time In : 04/15/20-17:54:42 Time Out : 04/15/20-18:55:45
Carrier : ROAD KING EXPRESS COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870FORBS AVENUE
Consigned To : HOFFMAN ESTATES IL 60192
WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK
375 DOZER DRIVE FOB : Shipping Point
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Sold To : 278721 Ship To : 278721 Shipping Plant : COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
Consigned PO : 6115-20-0004 LLC LLl
Truck # : 4 Trailer # : 5320 / 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.. .
**ATTENTIQN RECEIVING** Do not sign for this shipment until you have thoroughly Inspected for any
shortages/damages Nor course for short2os/damages with shipoer. unless noted on_deliveU receipt.
Customer Comments: PLEASE CONTACT TIM 252-676-5896 AT LEAST 24 1JQURS PRIOR TO DELIVERY
Order Qty
Shipped Qty
HM I
Product Size / Description Weight
36000.0000
36000.0000
BENTOMAT® ST
43560.0000
FT2
FT2
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 45870.0000 Tare: 0.0000 Total Net Weight: 45870.0000
Subject to section 7 of conditions, If this shipment Is to be If the charges are to be prepaid,
delivered to the consignee without recourse on the consignor, the write or stamp here, "Prepaid."
consignor 5ha11 sign the following statement: The carrier shall not PREPAID
make day a''his shipment without payment of freight and all
Shipper liable for the Ilnehaul
other lawful charges
charges only. CAD charges to be
COLLOID ENVIRONMENTAL paid by: Consignee
TECHNOLOGIES COMPANY LLC
Mark with on 'x' to designate harardous materials ex define In tide 49 01 the code arFedm81 Regulatlo . Recanted Subject to Ihd dasslficatic is and lawfully nine larifib m etfeci on Iht dale or
Issued of this billing of lading, the property described above In apparent goad order, expect as naked lcvnlents and condklivns of contents of packages unknown) marked, consigned, and dawned
as indicated above which Bald earn" (the Word carrier being undenkaod throughout this conkrack as. meaning may Pena" of mrporation in possassion of the property under the contract). agrees to
carry, to Its usual place of delivery at said dnstiriativn, if on its route, of herwlse. to deliver to another caller on the mute to sald dastina Ilan. It is mutually agreed as in tech carrier of all or any of
the said property overall or any partlun 0t the said route to destination , and as to each party at any time Interested In air or any said property. That every service to be performed hdreundef shall
be subject to all the temp and coridn Ions of the Uniform DGMastic Sl right Sip of Lading set forth (1) In Uniform Freig hl Ctassifcal Ion& in effect an the dote hereof, a thki is a rail or a rail-wo tar
shiprtlani, air f a) In the appNeAke molar carrier dasspk:a thin or tariff If this Is a motor Carrier thipmont.able molar carrier ciao flcallnn or tariff It this is a motor to mitt shipment,
shipper hereby ccr'lfivs that he is fa Millar vdth all the terms and tend ltions of the said pill of lading, Set troth In the dasei fltatlan of tariff rnhlch goVerris the transportation of this ahlpment, and
the said terms and condluens era hereby agrreed to by the shipper and accented for hlmsolf and his a01ans,
y
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
http://applications.mineraistech.com/DriverTrackinglOrderBillofLading.aspx?1=LL 1 &o=9... 4/16/2020

� PACKING LIST
TUAY
f,ti
IF
PURCHASE ORDER NO: 6115-20-0004
ORDER NO:
55046469
BOL NO:
2643819
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-APR-2020
92 HIGHWAY 37
DELIVERY DATE:
15-APR-2020
PO BOX 428
LOVELL, WY 82431 US
SHIP TO!
WCN-CHAMBERS DEVELOPMENT COMPANY
SOLD TO: WCN-CHAMBERS DEVELOPMENT COMPANY
375 DOZER DRIVE
375 DOZER DRIVE
POLKTON, NC 28135 US
POLKTON, NC 28135
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
I
BATCH /
I WEIGHT( Ibs )
QUANTITY
QUANTITY
I
ROLL#
`
36000
FT2 36000 BENTOMAT® ST
LL-13-2020:1503
2250
BATCH4673 2985
LL-13-2020:1505
2250
BATCH4673 2965
LL-13-2020:1707
2250
BATCH4673 2820
LL-13-2020:1708
2250
BATCH4673 2835
LL-13-2020:1709
2250
BATCH4673 2820
LL-13-2020:1710
2250
BATCH4673 2835
LL-13-2020:1711
2250
BATCH4673 2805
LL-13-2020:1712
2250
BATCH4673 2810
LL-13-2020:1713
2250
BATCH4673 2810
LL-13-2020:1714
2250
BATCH4673 2780
LL-13-2020:1716
2250
BATCH4673 2775
LL-13-2020:1722
2250
BATCH4673 2805
LL-13-2020:1724
2250
BATCH4673 2780
LL-13-2020:1725
2250
BATCH4673 2760
LL-13-2020:1727
2250
BATCH4673 2775
LL-13-2020:1734
2250
BATCH4673 2785
PALLET COUNT: 0 UNIT COUNT: 16
SECONDARY UOM : RL
TOTAL WEIGHT: 45145
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date:16-Apr-2020 10:45

AMERICAN COLLOID COMPANY -
Shippers No : 55046467 Delivery No : 31768432
Original Loader:• Out t- t I t
,,Straight Bill of Lading - Carrier : RUN DIRECT COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870FORBS AVENUE
Consigned To : HOFFMAN ESTATES IL 60192
WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK
375 DOZER DRIVE FOB : Shipping Point
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Sold To : 278721 Ship To : 278721 Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
Consigned PO : 6115-20-0004 LLC LLl
Truck # : 1206 Trailer # : 07697 / 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 si a n for, th is shi m nt u ntil you have thoroucLhly 1 nspected for any sh a e am
No recourse for shortages/damages with shfoper, unless noted on delkyery receipt.
Customer Comments : PLEASE CONTACT TIM 252-676-SB96 AT -LEAST OURS PRIOR TO DELIVERY
36000.0000 FT2
36000.0000 FT2
BENTOMAT® ST
43560.0000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 45155.0000 Tare: 0.0000 Total Net Weight: 45155.0000
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 Ilnehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
hiark with an I)v to dmlgnatr hazardous malenais as ttiinmd In title 49 of the code of Federal Regulallom, Received Subject to the dasspf etiana and lawfully NM tariffs in effect on the date of Essued of this
billing of lading, the properly described above in apparent good order, expect as noted (canhnm and conditions or contents of pacxagm unknown) marked, consigned, and destined as indicated above which
said conier (the word terrier being undarstood throughout this rantract as meaning any person m cdrpo, atm in p�ion of the properly under the cpntract) 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 m mutually agreed as to each tamer of all or any of the said property overall all or any portion of the
raid route to destination , and as to each party at any Time Interested In at or any said property, that every service to be Warmed hereunder shall be stiblect to all the Mims and conditions OF the llritform
Domesdc Stright Ell of Ladl ng set forth (L) in Ilniforrrt Fresght tlar.»R[ahbm in effect art the date hereof, If this t5 a rail a a raO4 ater shipment, or (2) In the applicable motor currier aassificatlan Or to off If
this is a nwW carrier ahipment.able motor carrier dosslticnbon or tariff If this it a motor carrier shipment.
Shipper hereby certifies that he is Familiar with OR the terms and cand icons of the sale hill of lading, set forth In the ciasslflcalJon Of laidtf vmpch governs the transportatiph of =his shlpmmt. and the said terms
and conaitions arc hereby dareed to by the shipper acid accepted for MmWr 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

;l►
PACKING LIST
�� �_ .
1�
PURCHASE ORDER NO 6115-20-0004
ORDER NO:
55046468
BOL NO:
2644211
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-APR-2020
92 HIGHWAY 37
DELIVERY DATE:
16-APR-2020
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WCN-CHAMBERS DEVELOPMENT COMPANY
SOLD TO: WCN-CHAMBERS DEVELOPMENT COMPANY
375 DOZER DRIVE
375 DOZER DRIVE
POLKTON, NC 28135 US
POLKTON, NC 28135 US
PACKING INSTRUCTIONS:
ORDERED
UOM7
SHIPPED
PRODUCT DESCRIPTION
LOT#
L07 QUANTITY
BATCH /
WEIGHT(Ihs )
QUANTITY
QUANTITY
I
ROLL#
36000
FT-2 36000 BENTOW& ST
LL-13-2020:1658
2250
BATCH4673 2880
LL-13-2020:1680
2250
BATCH4673 2865
LL-13-2020:1681
2250
BATCH4673 2935
LL-13-2020:1682
2250
BATCH4673 2855
LL-13-2020:1683
2250
BATCH4673 2925
LL-13-2020:1684
2250
BATCH4673 2925
LL-13-2020:1688
2250
BATCH4673 2885
LL-13-2020:1689
2250
BATCH4673 2885
LL-13-2020:1695
2250
BATCH4673 2850
LL-13-2020:1696
2250
BATCH4673 2850
LL-13-2020:1697
2250
BATCH4673 2815
LL-13-2020:1699
2250
BATCH4673 2880
LL-13-2020:1700
2250
BATCH4673 2860
LL-13-2020:1701
2250
BATCH4673 2790
LL-13-2020:1702
2250
BATCH4673 2830
LL-13-2020:1703
2250
BATCH4673 2840
PALLET COUNT: 0 UNIT COUNT: 16
SECONDARY UOM : RL
TOTAL WEIGHT : 45870
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date: 1 6-Apr-2020 10:57

awl,
AMERICAN COLLOID COMPANY IF- "
Shippers No : 55046472 Delivery No : 31768437
Original ... 0: Out t- f t
Carrier : ]DP TRUCKING COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
Consigned To HOFFMAN ESTATES IL 60192
WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK
375 DOZER DRIVE FOB : Shipping Point
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Sold To : 278721 Ship To : 278721 Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
Consigned PO : 6115-20-0004 LLC LL1
Truck # : 749 Trailer # : 61962 / 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 RECEIVIN ** Do not sign for this shipment until You have thoroughly inspected for any shortaciesl�a tie
No recourse for shortages/damages with shipper, unless noted gn delivery receipt.
Customer Comments : PLEASE CONTACT TIM 252-676-SO AT LEAST 24 HOWLS PRIOR TCf DELI_V_ERY-
36000.0000 FT2
36000.0000 FT2
BENTOMAT® ST
43560.0000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 46035.0000 Tare: 0.0000 Total Net Weight: 46035.0000
Subjen to socdon 7 of conditions, if this shipment is to be dellvered to If the charges are to be prepaid,
the opnsignee without mcmma on the consignor, Ire consignor shall write or stamp here, "Prepaid."
sign Lne following statement: me carrier shall hat mako delivery of This PREPAID
shipment without payment of freight and all other lawful charges
Shipper liable for the Ilnehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
Mark with an 'X' to dnignate 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 tamer (the word canner *@Ing under pod throuotiout this contract as fneanlno any person a<cdrporation In l ps eatoon of the property under the coritratt) agrees to tarry to Its usual place of delivery at
said destinaton, it on its route, otherwise to deliver to encither caller on the route to said destination. it Is mutuaffy agreed as to each carrier or all or any of the said ptepefty over all or any poryon of the
said ratite to deselnal ion , and as to each party at any dine interested In ah or any sold property, that every service to be performed hereunder Shall be subject to EW the terns and canddions of the Vnllorm
Pomestit 5trlght &II of Lading set forth (1) In Uniform Freight Classifications in effect on the date hereof, If this Is a rail or a rail -water shtpmeht, or (2) in the applicable motor carrier cla,sl catlpn or tariff If
thla Is a motor carrier shl¢ment.etife motor inarrief cla"Mcation at farile if this is a motor carrier shipment.
Shipper hereby oMifles that he is familiar with all the tarns and condltions of the said bl(I 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.
r
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

PACKING LIST
'jTcEr=
PURCHASE ORDER NO: 6115-20-0004
ORDER NO:
55046467
BOL NO:
2643683
SHIP FROM : COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-APR-2020
92 HIGHWAY 37
DELIVERY DATE:
15-APR-2020
PO BOX 428
LOVELL, WY 82431 US
SHIP TO: WCN-CHAMBERS DEVELOPMENT COMPANY
SOLD TO : WCN-CHAMBERS DEVELOPMENT COMPANY
375 DOZER DRIVE
375 DOZER DRIVE
POLKTON, NC 28135 US
POLKTON, NC 28135 US
PACKING INSTRUCTIONS:
ORDERED
UOM11
SHIPPED
PRODUCT DESCRIPTION
LOT#
I LOT QUANTITY
BATCH /
WEIGHT( Ibs )
QUANTITY
QUANTITY
ROLL#
36000 FT2 36000 BENTOMAT® ST
LL-13-2020:1502
2250
BATCH4673 3130
LL-13-2020:1517
2250
BATCH4673 2890
LL-13-2020:1715
2250
BATCH4673 2860
LL-13-2020:1717
2250
BATCH4673 2805
LL-13-2020:1718
2250
BATCH4673 2790
LL-13-2020:1719
2250
BATCH4673 2795
LL-13-2020:1720
2250
BATCH4673 2765
LL-13-2020:1721
2250
BATCH4673 2765
LL-13-2020:1723
2250
BATCH4673 2830
LL-13-2020:1726
2250
BATCH4673 2825
LL-13-2020:1728
2250
BATCH4673 2805
LL-13-2020:1729
2250
BATCH4673 2785
LL-13-2020:1730
2250
BATCH4673 2795
LL-13-2020:1732
2250
BATCH4673 2750
LL-13-2020:1733
2250
BATCH4673 2755
LL-13-2020:1738
2250
BATCH4673 2810
PALLET COUNT: 0 UNIT COUNT: 16
SECONDARY UOM : RL
TOTAL WEIGHT: 45155
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Dale: 1 6-Apr-2020 10:54

- AMERICAN COLLOID COMPANY
Shippers No : 55046469 Delivery No : 31768434
Carrier : ELP COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
2870 FORBS AVENUE
Consigned To : HOFFMAN ESTATES IL 60192
WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK
375 DOZER DRIVE FOB : Shipping Point
POLKTON NC 28135
Phone :
Trailer Type : Flatb
Sold To : 278721 Ship To : 278721 Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY
Consigned PO : 6115-20-0004 LLC LLl
Truck # : 405 Trailer # : C7008 / 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 shioment until you have thoroughly inspected far any shortaQe�/damages.
No recourse for shortage5ldarnaues With shioni unless noted on delivery recelot.
Customer Comments: PLEASE CONTACT TIM 52-676-5896 AT LEAST 24 HOURS PRIOR TO DELIVERY
36000.0000 FT2
36000.0000 FT2
BENTOMAT® ST
43560.0000
110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE
MANUFACTURE OF CLOTHING:
CLASS 65 / ITEM 49265 SUB 10
Gross: 43560.0000 Tare: 0.0000 Total Net Weight: 43560.0000
ro section 7 of Coneitlona, if this shmpni is to be delivered to If the charges are to be prepaid,
I IJ V c-Ir".�gnee without recourse on the consigrim 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
5tF3pper IfeMe for the Ilnehaul charges
COLLOID ENVIRONMENTAL only. COD charges to be paid by:
Consignee
TECHNOLOGIES COMPANY LLC
%ai wdh so W to des.gnai ho;ardour matero als as defined mn title 45 of the code of Federal Regutatl ons. Recelved subject to the rj"f ratlens land lawfully filed tarlffs in ell on the date of Issued of this
bHA,ag of lading, the properly dmerlbed above In epperent good order, expect as noted (contents and condltlons or contents of packages unknown) marked, consigned, and destlnad as Indiclated above whldr
Bald carrier (the word carrier being um]erslood throughout this contract as mezri any person [sr corporiii In po.,..-w" of the property ii the contract) agrees to carry to Its usual place of degyery lit
sold de6tina[Inn, If on its route, dtherwlsd to deliver to another carrier on the route to said destmetron. fir Is mutually agreed as to each carrier of all or any of the said property over all or arly portion of the
sold route to destination , and 06 to sarh party at any time inoemsted in all or any said property, that every seance to be perrai hereunder shall be subject to all the tCRm6 and candition i or tho Uniform
Dameuic Stnli 51110 taping sot forth ( [] in Ilntform Freight Ctassiflcatlons In iii on the date hemf, It this if, a rall Or a rail water 5idper i, or (2) In the applicable motor carrier elastRWtion or tan7lf
this is a ni carrier shamiam.able motor turner clasvVeacm or tordr IF this is a motor carrier shipment.
Shipper hereby ker dies that he Is ramlpar 00 all the terms and condllolkg of the said bill of lading, set forth In the classlncnlltln of tanif which gavems the transportation of this snlpment, and the sold terms
and condition are hereby agreed to by the $hipper 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

PACKING LIST
►L'►I►
PURCHASE ORDER NO: 6115-20-0004
ORDER NO:
55046472
BOIL NO:
2643635
SHIP FROM:
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
ORDER DATE:
14-APR-2020
92 HIGHWAY 37
DELIVERY DATE:
15-APR-2020
PO BOX 428
LOVELL, WY 82431 US
SHIP TO:
WCN-CHAMBERS DEVELOPMENT COMPANY
SOLD TO : WCN-CHAMBERS DEVELOPMENT COMPANY
375 DOZER DRIVE
375 DOZER DRIVE
POLKTON, NC 28135 US
POLKTON, NC 28135
US
PACKING INSTRUCTIONS:
ORDERED
UOM1
SHIPPED
PRODUCT DESCRIPTION
LOT#
LOT QUANTITY
BATCH I
WEIGHTS !hs )
QUANTITY
QUANTITY
ROLL#
36000
FT2 36000 BENTOMAT® ST
LL-13-2020:1506
2250
BATCH4673
2955
LL-13-2020:1736
2250
BATCH4673
2810
LL-13-2020:1737
2250
BATCH4673
2810
LL-13-2020:1515
2250
BATCH4673
2940
LL-13-2020:1547
2250
BATCH4673
2905
LL-13-2020:1550
2250
BATCH4673
2925
LL-13-2020:1551
2250
BATCH4673
2885
LL-13-2020:1552
2250
BATCH4673
2935
LL-13-2020:1553
2250
BATCH4673
2870
LL-13-2020:1554
2250
BATCH4673
2875
LL-13-2020:1568
2250
BATCH4673
2840
LL-13-2020:1571
2250
BATCH4673
2835
LL-13-2020:1576
2250
BATCH4673
2830
LL-13-2020:1731
2250
BATCH4673
2830
LL-13-2020:1735
2250
BATCH4673
2735
LL-13-2020:1504
2250
BATCH4673
3055
PALLET COUNT: 0 UNIT COUNT: 16
SECONDARY UOM : RL
TOTAL WEIGHT:
46035
COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC
Page 1 of 1
Report Date: 16-Apr-2020 10:44

K : � Fey• -- �:�=.t. r- a
�:A L-LAF� acr w-M �d
Date: 30-Mar-2020 00:50
Purchase Order: 6115-20-0004
ORDER NUMBER: 55045981
WCN-CHAMBERS DEVELOPMENT
COMPANY
375 DOZER DRIVE
POLKTON,NC,28135
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 WCN-CHAMBERS DEVELOPMENT COMPANY .
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,
/;N�
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCOO Lovell Plant
may"`

CEr.-
Callid MkwbaW rarmyfty uC
GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.: 6115-20-0004
ORDER NUMBER: 55045981
PREPARED FOR: WCN-CHAMBERS DEVELOPMENT COMPANY
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]

t01W Ea*MMM Tedwk& [aff"q ut
PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 6115-20-0004
ORDER NUMBER: 55045981
PREPARED FOR: WCN-CHAMBERS DEVELOPMENT COMPANY
The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below:
GCT. PROPERTY SPECIFICATIONS FOR BENTOMAT® ST
Test Method
ASTM D6243
Test Method Property
GCL Hydrated Internal Shear Strength
Test Frequency
1,000,000 sq ft
Certified Vale
500 - psf ✓
ASTM D6496
GCL Peel Strength
40,000 sq ft (4,000 s m)
3.5 - lbs/in
ASTM D5993
Bentonite Mass/Area
40,000 sq ft (4,000 sq m)
.75 - Ibslsq ft t/
ASTM D5890
Bentonite Free Swell
50 tons
24 - ml c�
ASTM D5891
ASTM D6768
ASTM D5887
Bentonite Fluid Loss
GCL Grab Strength
GCL-Hydraulic Conductivity
50 tons
200,000 sq ft (20,000 sq m)
250,000 sq ft
18 - ml
30 - lbs/in t.
5x10-9 - cm/s ✓
ASTM D5887
GCL-Index Flux
250,000 sq ft
lx10-8 - m3/m2/s ✓
-
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
CETCO® hereby affirms that all Bentomat® 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. CETCO® certifies Bentomat® 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
CETCO® Lovell Plant

B. For reasons of strength, performance, and integrity, the GCL shall be
manufactured by mechanically bonding the geotextiles using a needle -punt i
process. Needle -punched GCLs are those which, by the use of a needling ;
have fibers of the non -woven geotextile pushed through the bentonite lay
and integrated into a woven geotextile.
2.02 MATERIALS 14% v
A. The GCL and its components shall have the prope shown in lowing table:
MATERIAL
PROPERTY
TEST
METHOD'
T
FRE ENCY
CERTIFIED
VALUE
Grab Strength
ASTM D46323
5 ,000 sq.ft.'
109 lbs
Woven
Geotextile
Grab Elongation
ASTM D4632
50,000 sq.ft.
15 percent
Mass/Area
ASTM D5-)1
50,000 sq.ft.
3.3 oz/sq.yd.
Grab Strength
ASTM 4632
50,000 sq.ft.
6.0 lbs
Non -Woven
Geotextile
Grab Elongation
AST D4632
50,000 sq.ft.
150 percent
Mass/Area
. TM D5261
50,000 sq.ft.
6.0 lbs min.
Free Swell
ACC 10107
50,000 sq.ft.
24 mL/2g min.
Fluid Loss
_
API 13A/13B
50,000 sq.ft.
15 mL max.
--
Bentoniteb
Particle T e: Gran ar
ASTM D421
50,000 sq.ft.
q'
100% min - #10
1 % min - #200
Sample Mass/Ar as
ASTM D5261
20,000 sq.ft.
1.0 lb/sq.ft. min.
Moisture Co ent
ASTM D4643
20,000 sq.ft.
25 percent typical
Grab Stre gth
ASTM D4632
20,000 sq.ft.
90 lbs
ASTM D4632
Grab ongation
20,000 sq.ft.
15 percent
Bentomat
Pee trength
ASTM D4632
20,000 sq.ft.
15 lbs min.
eability
ASTM D5084
1,000,000 sq.ft.
<5 x 10-9 cm/sec
Internal Shear Strength10
ASTM D5321
prior data
>500 psf
Interface Shear Strengths'
ASTM D5321
LPiordata
�Psf
143-125 Anson County Landfill '/ �Zs�--October
Phase 3 and 4
02780-3
C �

TEST TEST
MATERIALI PROPERTY I I METHODI 1FREQUENCY1 I CVALUE2D
Explanatory Notes:
1. ASTM procedures modified as necessary to utilize three test specimens across the roll width.
Results are reported as the average of these three values. Size of test specimens may also differ slightly
from those indicated in ASTM methods.
2. All required values listed are minimum average roll values (MARVs) unless otherwise indicated.
3. All tensile testing on the geotextiles and on the GCL is performed with the test specimens oriented
in the machine direction.
4. The test frequency listed is based on one series of tests per woven geotextile roll. This
corresponds to an approximately frequency of one test per 50,000 square feet of GCL produced. Actual
frequency may vary slightly due to varying roll dimensions.
5. The values listed represent the non -woven geotextile before being needle -punched into the GCL.
The actual tensile strength of the non -woven may be higher but cannot be accurately measured due to
difficulties in separating it from the woven geotextile.
6. These parameters are for the bentonite as delivered to the GCL manufacturer, not for the bentonite
in the finished product.
7. ACC method derived from general methodology outlined in USP-NF-SVII.
8. Mass per unit area of the bentonite, obtained by weighing an oven -dried sample of known area
and subtracting the typical geotextile mass per unit area values. The resulting mass per unit area values
are normalized to a reference moisture content standard of 12 percent.
9. At 5 psi confining stress and 5 psi head pressure.
10. Internal and interface shear strength values are based on those required to demonstrate slope
stability with an adequate safety factor.
11. Interface between the (woven or non -woven) surface of the GCL and surface of (adjacent
geosynthetic or soil layer).
2.03 GCL PANEL DIMENSIONS
A. The minimum acceptable dimensions of full-size GCL panels shall be 15 feet in
width and 125 feet in length. "Short" rolls (those manufactured to a length greater
than 70 feet but less than 125 feet) are a necessary by-product of the GCL
manufacturing process, but will only be allowed at a rate no greater than 5 per
truckload or every 36,000 square feet, whichever is less.
2.04 SEAM OVERLAP LINES
A. A 6-inch "lap" line and a 9-inch "match" line shall be imprinted on both edges of
the upper geotextile component of the GCL as a means for providing quality
assurance of the overlap. Lines shall be printed in easily visible, non -toxic ink.
2.05 PRODUCT DOCUMENTATION
A. The manufacturer shall provide the Engineer or other designated party with
manufacturing QA/QC certifications for each shipment of GCL. The certifications
shall be signed by a responsible party employed by the manufacturer such as the
143-125 Anson County Landfill October 2016
Phase 3 and 4
02780-4

1.04 UNIT PRICES
A. Measurement will be made of the total surface area in square feet covered by the
GCL as shown on the contract drawings. Final quantities will be based on as -built
conditions. Allowance will be made for GCL in anchor and drainage trenches but
no allowance will be made for waste, overlap, or materials used for the
convenience of the Contractor. GCL installed and accepted will be paid for the
respective contract unit price in the bidding schedule.
1.05 SUBMITTALS
A. With the Bid, the Contractor shall furnish the following information:
1. Conceptual description of the proposed plan for placement of the GCL panels
over the area of installation.
2. GCL manufacturer's affidavit providing assurance that the qualifications of
Section 1.05 of this specification have been achieved.
At the Engineer's request:
a. A representative sample of the GCL, suitable for testing.
b. A project reference list consisting of the principal details of at least ten
projects totaling at least 10 million square feet in size.
B. Upon shipment, the Contractor shall furnish the following:
1. GCL manufacturer's Quality Assurance/Quality Control (QA/QC)
certifications to verify that the materials supplied for the project are in
accordance with the requirements of this specification.
2. Manufacturer's warranty covering materials and workmanship of the GCL.
1.06 QUALIFICATIONS
A. GCL Manufacturer must have produced at least 10 million square feet of GCL,
with at least 8 million square feet installed.
B. GCL Installer must either have installed at least 1 million square feet of GCL, or
must provide to the Engineer satisfactory evidence, through similar experience in
the installation of other types of geosynthetics, that the GCL will be installed in a
competent, professional manner.
PART 2 — PRODUCTS
2.01 GEOSYNTHETIC CLAY LINERS (GCL)
A. The GCL shall consist of a layer of sodium bentonite clay encapsulated between
two polypropylene geotextiles, one woven and one non -woven, and shall comply
with all of the manufacturing processes and physical/chemical criteria listed in this
Section. Prior to using an alternate GCL, the Contractor must furnish independent
test results demonstrating that the proposed alternate material meets all
requirements of this specification, and must obtain prior approval of the alternative
GCL by the Project Engineer.
143-125 Anson County Landfill October 2016
Phase 3 and 4
02780-2

1
GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55045981 have been tested in our production facility lab.
Product
Lot# Tested
Roll#
Mass Area
Grab Strength I
Peel Strength
Tested
ASTM Test
Method:
ASTM D5993
ASTM D6768,ASTM
D6496
Required
Value:
.75 - lbs/sq ft
o 30 - lbs/in
h .5 - lbs/in
BENTOMAT® ST
LL-13-2020
1500
1
39.8
7.2
BENTOMAT® ST
LL-13-2020
1517
.9
39.8
6
BENTOMATO ST
LL-13-2020
1534
.85
39.8
7.8
BENTOMAT® ST
LL-13-2020
1551
.96
39.8
5.5
BENTOMAT® ST
LL-13-2020
1568
.88
39.8
7.9
BENTOMAT® ST
LL-13-2020
1585
.9
58.5
6.6
BENTOMATO ST
LL-13-2020
1602
.89
58.5
6.9
BENTOMAT® ST
LL-13-2020
1619
.9
58.5
7.3
BENTOMAT® ST
LL-13-2020
1636
-87
58.5
7.4
BENTOMAT® ST
LL-13-2020
1653
.94
58.5
7.9
BENTOMATO ST
LL-13-2020
1670
.89
72.4
6.9
BENTOMATO ST
LL-13-2020
1687
.85
72.4
5.9
BENTOMAT® ST
LL-13-2020
1704
.93
72.4
5.8
BENTOMAT® ST
LL-13-2020
1721
.9
72.4
5.8
BENTOMAT® ST
LL-13-2020
1738
.91
72.4
1 5.2

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55045981 was tested in our production facility lab and
yielded the following results.
Clay Lot 0
Moist
Swell
Fluid Loss
ASTM Test Method:
ASTM D2216
ASTM D5890
ASTM D5891
Required Value:
12 - %
24 - ml
18 - ml
L-080-20-G
11.27
30
11.8
L-084-20-A
11.3
31
12
L-084-20-B
11.42
30
12
L-084-20-C
11.2
30
12.4
L-086-20-B
11.34
30
12.6

CE-
cow mgonratw has cc" uc
GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55045981 was manufactured with geotextiles which were tested and yielded the following results.
BASE GEOTEXTILE
Material Roll Number Mass Area Grab Strength
oz/yd2 lbs
01-9865 3020020707 3.38 163.5
01-9865
3020020553
3.25
144.8
01-9865
3020021107
3.32
1 173.2
01-9865
3020020727
3.38
163.5
01-9865
3020011481
3.24
148.2
01-9865
3020021105
3.26
162.6
01-9865
3020011533
3.67
159.1
01-9865
3020020192
3.32
147.1
01-9865
3020011628
3.25
138.5
COVER GEOTEXTILE
Material
Roll Number
Mass Area
ozJ d2
Grab Strength
lbs
01-9514
700262412
6.61
107
01-9514
700241324
6.57
81
01-9514
700262367
6.87
130
01-9514
700262417
6.7
93
01-9514
700262342
6.3
99
01-9514
700262419
6.7
93
01-9514
700262359
6.7
132
01-9514
700262344
6.3
99
01-9514
700262355
6.53
116
01-9514
700262343
6.3
99
01-9514
700262418
6.7
93
01-9514
700262384
6.09
110
01-9514
2026104928
6.61
131.59
01-9514
700262409
6.45
112

01-9514
700241179
6.06
64
01-9514
700239349
6.77
91
01-9514
700239353
6.55
64
01-9514
700241300
6.52
73
01-9514
700262394
6.32
118
01-9514
700262421
6.94
110
01-9514
700262416
6.79
126
01-9514
700241305
6.53
65
01-9514
700262360
6.1
110
01-9514
700262404
6.76
95
01-9514
700262377
6.47
115
01-9514
700241383
6.18
109
01-9514
700262405
6.32
117
01-9514
700262403
6.76
95
01-9514
700262385
6.09
110
01-9514
700262386
6.09
110
01-9514
700262383
6.87
128
01-9514
700260538
6.28
117
01-9514
700260514
6.55
129
01-9514
700262425
6.66
120
01-9514
700262375
6.47
115
01-9514
700262423
6.66
120
Certifications from our suppliers are on file at our production facility.

CET
COMM retl wd& [onyi" uC
GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55045981
GCL
GEOTEXTILE
CLAY
BENTOMAT® ST
01-9514
01-9865
CG 50-BLK
Order
GCL Lot#
GCL Roll#
Length
Width
Weight
S . ft
Roll # Tested
Ca l 1104
Basel Roll #
Clay Lot #
55045981
LL-13-2020
1500
150
15
3125
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1501
150
15
3055
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1502
150
15
3130
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1503
150
15
2985
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1504
150
15
3055
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1505
150
15
2965
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1506
150
15
2955
2250
1500
700262412
3020020707
L-080-20-G
55045981
LL-13-2020
1507
150
15
3265
2250
1500
700241324
3020020707
L-080-20-G
55045981
LL-13-2020
1508
150
15
2990
2250
1500
700241324
3020020707
L-080-20-G
55045981
LL-13-2020
1509
150
15
3045
2250
1500
700241324
3020020553
L-080-20-G
55045981
LL-13-2020
1510
150
15
2890
2250
1500
700241324
3020020553
L-080-20-G
55045981
LL-13-2020
1511
150
15
2895
2250
1500
700241324
3020020553
L-080-20-G
55045981
LL-13-2020
1512
150
15
2950
2250
1500
700241324
3020020553
L-080-20-G
55045981
LL-13-2020
1513
150
15
2960
2250
1500
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1514
150
15
2970
2250
1500
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1515
150
15
2940
2250
1500
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1516
150
15
2915
2250
1500
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1517
150
15
2890
2250
1517
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1518
150
15
2925
2250
1517
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1519
150
15
2930
2250
1517
700262367
3020020553
L-080-20-G
55045981
LL-13-2020
1520
1 150
15
2930
2250
1517
700262417
3020020553
L-080-20-G
55045981
LL-13-2020
1521
150
15
2850
2250
1517
700262417
3020020553
L-080-20-6
55045981
LL-13-2020
1522
150
15
2920
2250
1517
700262417
3020020553
L-080-20-G
55045981
LL-13-2020
1523
150
15
2885
2250
1517
700262417
3020020553
L-080-20-G
55045981
LL-13-2020
1524
150
15
2875
2250
1517
700262417
3020020553
L-080-20-G
55045981
LL-13-2020
1525
1 150
15
2950
2250
1517 1
700262417
3020020553
L-080-20-G
55045981
LL-13-2020
1526
150
15
2825
2250
1517
700262417
3020020553 '
L-080-20-G
55045981
LL-13-2020
1527
150
15
2940
2250
1 1517
1 700262342
3020020553
L-080-20-G
55045981
LL-13-2020
1528
150
15
2860
2250
1 1517
1 700262342
3020020553
L-080-20-G

55045981
LL-13-2020 1529
150
15
2885
2250
1517
700262342
3020020553
L-080-20-G
55045981
LL-13-2020 1530
150
15
2890
2250
1517
700262342
3020020553
L-080-20-G
55045981
LL-13-2020 1531
150
15
2890
2250
1517
700262342
3020020553
L-080-20-G
55045981
LL-13-2020 1532
150
15
2870
2250
1517
700262342
3020020553
L-080-20-G
55045981
LL-13-2020 1533
150
15
2870
2250
1517
700262342
3020020553
L-080-20-G
55045981
LL-13-2020 1534
150
15
2885
2250
1534
700262419
3020020553
L-090-20-G
55045981
LL-13-2020 1535
150
15
2875
2250
1534
700262419
3020020553
L-080-20-G
55045981
LL-13-2020 1536
150
15
3015
2250
1534
700262419
3020020553
L-080-20-G
55045981
LL-13-2020 1537
150
15
2870
2250
1534
700262419
3020020553
L-080-20-G
55045981
LL-13-2020 1538
150
15
2990
2250
1534
700262419
3020020553
Lr080-20-G
55045981
LL-13-2020 1539
150
15
2835
2250
1534
700262359
3020021107
L-080 20-G
55045981
LL-13-2020 1540
150
15
2895
2250
1534
700262359
3020021107
L-080-20-G
55045981
LL-13-2020 1541
150
15
2880
2250
1534
700262359
3020021107
L-080-20-G
55045981
LL-13-2020 1542
150
15
3005
2250
1534
700262359
3020021107
L-080-20-G
55045981
LL-13-2020 1543
150
15
2990
2250
1534
700262359
3020021107
L-080-20-G
55045981
LL-13-2020 1544
150
15
2990
2250
1534
700262359
3020021107
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150
15
2880
2250
1687
700262386
3020020192
L-084-20-C
55045981
LL-13-2020
1695
150
15
2850
2250
1687
700262386
3020020192
L-084-20-C
55045981
LL-13-2020
1696
150
15
2850
2250
1687
700262386
3020020192
L-084-20-C
55045981
LL-13-2020
1697
150
15
2815
2250
1687
700262386
3020020192
L-094-20-C
55045981
LL-13-2020
1698
150
15
2830
2250
1687
700262386
3020020192
L-084-20-C
55045981
LL-13-2020
1699
150
15
2880
2250
1687
700262386
3020020192
L-086-20-B
55045981
LL-13-2020
1700
150
15
2860
2250
1687
700262386
3020020192
L-086-20-B
55045981
LL-13-2020
1701
150 1
15
2790
2250
1687
700262383
3020020192
L-086-20-B
55045981
LL-13-2020
1702
150
15
2830
2250
1687
700262383
3020020192
Ir086-20-B
55045981
LL-13-2020
1703 j
150
15
2840
2250
1687
700262383
3020020192
L-086-20-B
55045981
LL-13-2020
1704
150
15
2835
2250
1704
700262383
3020020192
L-086-20-B
55045981
LL-13-2020
1705
150
15
2825
2250
1704
700262383
3020020192
L-086-20-B
55045981
LL-13-2020
1706
150
15
2850
2250
1704
700262383
3020020192
L-086-20-B
55045981
LL-13-2020
1707
150
15
2820
2250
1704
700262383
3020020192
L-086-20-B
55045981
LL-13-2020
1708
150
15
2835
2250
1704
700260538
3020020192
L-086-20-B
55045981
LL-13-2020
1709
150
15
2820
2250
1704
700260538
3020020192
L-086-20-B
55045981
LL-13-2020
1710
150
15
2835
2250
1704
700260538
3020020192
L-086-20-B
55045981
LL-13-2020
1711
150
15
2805
2250
1704
700260538
3020020192
L-086-20-B
55045981
LL-13-2020
1712
150
15
2810
2250
1704
700260538
3020011628
L-086-20-B
55045981
LL-13-2020
1713
150
15
2810
2250
1704
700260538
3020011628
L-086-20-B
55045981
LL-13-2020
1714
150
15
2780
2250
1704
700260514
3020011628
L-086-20-B
55045981
LL-13-2020
1715
150
15
2860
2250
1704
700260514
3020011628
L-086-20-B
55045981
LL-13-2020
1716
150
15
2775
2250
1704
700260514
3020011628
L-086-20-B
55045981
LL-13-2020
1717
150
15
2805
2250
1704
700260514
3020011628
L-086--20-B
55045981
LL-13-2020
1718
150
15
2790
2250
1704
700260514
1 3020011628
L-086-20-B
55045981
LL-13-2020
1719
150
15
2795
2250
1704
700260514
3020011628
L-086-20-B
55045981
LL-13-2020
1720
150
15
2765
2250
1704
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1721
150
15
2765
2250
1721
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1722
150
15
2805
2250
1721
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1723
150
15
2830
2250
1721
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1724
150
15
2780
2250
1721
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1725
150
15
2760
2250
1721
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1726
150
15
2825
2250
1721
700262425
3020011628
L-086-20-B
55045981
LL-13-2020
1727
150
15
2775
2250
1721
700262375
3020011628
L-086-20-B
55045981
1 LL-13-2020
1728
150
15
2805
2250
1721
700262375
3020011628
L-086-20-B

55045981
LL-13-2020
1729
150
15
2785 1
2250
1721
700262375
3020011628
L-086-20-B
55045981
LL-13-2020
1730
150
15
2795
2250
1721
700262375
3020011628
L-086-20-B
55045981
LL-13-2020
1731
150
15
2830
2250
1721
700262375
3020011628
L-086-20-13
55045981
LL-13-2020
1732
150
15
2750
2250
1721
700262375
3020011628
L-086-20-B
55045981
LL-13-2020
1733
150
15
2755
2250
1721
700262375
3020011628
L-086-20-B
55045981
LL-13-2020
1734
150
15
2785
2250
1721
700262423
3020011628
L-086-20-B
55045981
LL-13-2020
1735
150
15
2735
2250
1721
700262423
3020011628
L-086-20-B
55045981
LL-13-2020
1736
150
15
2810
2250
1721
700262423
3020011628
L-086-20-B
55045981
LL-13-2020
1737
150
15
2810
2250
1721
700262423
3020011628
L-086-20-B
55045981
LL-13-2020
1738
150
15
2810
2250
1738
700262423
3020011628
L-086-20-B
Total Sq Ft:
53775
0
Total Number of Rolls Certified: 239

Section 3
Geocomposite

_ _ r
April 7, 2020
Waste Connections
Ref.: WCI Anson LF Phase 3 Cell 2, NC
375 Dozer Drive
Customer P.O. # 6115-20-0004
Polkton, NC, 28135
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
proper -ties listed in this section are:
Pro a
Test Method
I Unit
Value
Qualifier
Geone
Thickness
ASTM D 5199
mil
250
MAV'
Carbon Black
ASTM D 4218
%
2.0 t/
MAV
Tensile Strength
ASTM D 7179
Ibs/in
55
MAV
Melt Flow
ASTM D 1238'
/10 min
1.0 L"*,
Maximum
Density
ASTM D 1505
cm3
0.94
MAV
Composite
Ply Adhesion
ASTM D 7005
lb/in
1.0
MAV
Transmissive 1
ASTM D 4716
m2 sec
5.0 x 10-4
MAV
Geotextile
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
om ft2
110 V
MARV
AOS
ASTM D 4751
US Sieve
80 ✓
MaxARV
UV Resistance
ASTM D 4355
% hrs
70 500
MARV
Notes:
1. Transmissivity measured using water at 21 f 2 ° C (70 f 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. S% of all
the test data.
6. Minium average value
Sincerely,
tRov,
ZVa Na
Rajesh Patel
�'q
A Manager
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax: [phone] * Email: [e-mail]

Product: TN 270-2-8
A Project: WCI Anson LF Phase 3 Cell 2, NC LZ
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in) 9, C>
Transmissivity
(mz/sec)
Resin Lot
Number
Density
(g/cm3)
Thickness
(mils)
Carbon
Black
7ensne
Strength
MD
Transmissivity
(mZ/sec)
Side "A"
Side "B"
95361010001
2.33
2.48
8.82 x 10-4
ECUX 881816
0.9544
267
2.39
83
95361010002
ECUX 881816
0.9544
95361010003
ECUX 881816
0.9544
95361010004
ECUX 881816
0.9544
95361010005
ECUX 881816
0.9544
95361010006
ECUX 881816
0.9544
95361010007
ECUX 881816
0.9544
95361010008
ECUX 881816
0.9544
95361010009
ECUX 881816
0.9544
95361010010
ECUX 881816
0.9544
95361010011
ECUX 881816
0.9544
95361010012
ECUX 881816
0.9544
95361010013
ECUX 881816
0.9544
95361010014
ECUX 881816
0.9544
95361010015
2.14
1.99
ECUX 881816
0.9544
261
2.57
90
95361010016
ECUX 881816
0.9544
95361010017
ECUX 881816
0.9544
95361010018
ECUX 881816
0.9544
95361010019
ECUX 881816
0.9544
95361010020
ECUX 881816
0.9544
95361010021
ECUX 881816
0.9544
95361010022
ECUX 881816
0.9544
95361010023
ECUX 881816
0.9544
95361010024
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 * Ph: 706-336-7000 * Fax: [phone] * Email: [e-mail]

f
I'
Product: TN 270-2-8
J Project: WCI Anson LF Phase 3 Cell 2, NC
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(Ib/in) 0
Transmissivity
(m /sec)
Resin Lot
Number
Density
(g/cm )
Thickness
(mils)
-�-s►�
Carbon
Black
(lack
Tensue
Strength
MD _l,-
'Transmissivity
(m /sec)
Side "A"
Side "B"
95361010025
ECUX 881816
0.9544
95361010026
ECUX 881816
0.9544
95361010027
ECUX 881816
0.9544
95361010028
ECUX 881816
0.9544
95361010029
ECUX 881816
0.9544
95361010030
1.88
2.19
ECUX 881816
0.9544
264
2.59
85
95361010031
ECUX 881816
0.9544
95361010032
ECUX 881816
0.9544
95361010033
ECUX 881816
0.9544
95361010034
ECUX 881816
0.9544
95361010035
ECUX 881816
0.9544
95361010036
ECUX 881816
0.9544
95361010037
ECUX 881816
0.9544
95361010038
ECUX 881816
0.9544
95361010039
ECUX 881816
0.9544
95361010040
ECUX 881816
0.9544
95361010041
ECUX 881816
0.9544
95361010042
ECUX 881816
0.9544
95361010043
ECUX 881816
0.9544
95361010044
ECUX 881816
0.9544
95361010045
2.54
1.94
ECUX 881816
0.9544
268
2.40
82
95361010046
ECUX 881816
0.9544
95361010047
ECUX 881816
0.9544
95361010048
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 " Ph : 706-336-7000 " Fax : [phone] " Email: [e-mail]

r
Product: TN 270-2-8
Project: WCI Anson LF Phase 3 Cell 2, NC
J
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/cma)
Thickness
(mils)
Carbon
Black
(%)
ensue
Strength
MD
Transmissivity
(mZ /sec)
Side "A"
Side "B"
95361010049
ECUX 881816
0.9544
95361010050
ECUX 881816
0.9544
95361010051
ECUX 881816
0.9544
95361010052
ECUX 881816
0.9544
95361010053
ECUX 881816
0.9544
95361010054
ECUX 881816
0.9544
95361010055
ECUX 881816
0.9544
95361010056
ECUX 881816
0.9544
95361010057
ECUX 881816
0.9544
95361010058
ECUX 881816
0.9544
95361010059
ECUX 881816
0.9544
95361010060
2.28
2.77
ECUX 881816
0.9544
272
2.29
84
95361010061
ECUX 881816
0.9544
95361010062
ECUX 881816
0.9544
95361010063
ECUX 881816
0.9544
95361010064
ECUX 881816
0.9544
95361010065
ECUX 881816
0.9544
95361010066
ECUX 881816
0.9544
95361010067
ECUX 881816
0.9544
95361010068
ECUX 881816
0.9544
95361010069
ECUX 881816
0.9544
95361010070
ECUX 881816
0.9544
95361010071
ECUX 881816
0.9544
95361010072
ECUX 881816
0.9544
571 Industrial Parkway, Commence, GA 30529 * Ph: 706-336-7000 * Fax: [phone] * Email: [e-mail]

i
Product: TN 270-2-8
if. Project: WCI Anson LF Phase 3 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/Cms )
Thickness
(mils)
Carbon
Black
(%)
I ensue
Strength
MD
Transmissivity
(mZ /sec)
Side "A"
Side "B"fiblinl
95361010073
ECUX 881816
0.9544
95361010074
ECUX 881816
0.9544
95361010075
2.26
2.80
ECUX 881816
0.9544
266
2.24
88
95361010076
ECUX 881816
0.9544
95361010077
ECUX 881816
0.9544
95361010078
ECUX 881816
0.9544
95361010079
ECUX 881816
0.9544
95361010080
ECUX 881816
0.9544
95361010081
ECUX 881816
0.9544
95361010082
ECUX 881816
0.9544
95361010083
ECUX 881816
0.9544
95361010084
ECUX 881816
0.9544
95361010085
ECUX 881816
0.9544
95361010086
ECUX 881816
0.9544
95361010087
ECUX 881816
0.9544
95361010088
ECUX 881816
0.9544
95361010089
ECUX 881816
0.9544
95361010090
2.71
2.17
9.37 x 10-4
ECUX 881816
0.9544
259
2.43
86
95361010091
ECUX 881816
0.9544
95361010092
ECUX 881816
0.9544
95361010093
ECUX 881816
0.9544
95361010094
ECUX 881816
0.9544
95361010095
ECUX 881816
0.9544
95361010096
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 * Ph: 706-336-7000 * Fax: [phone] * Email: [e-mail]

i
Product: TN 270-2-8
Project: WCI Anson LF Phase 3 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
(ma /sec)
Resin Lot
Number
Density
(g/cm3 )
Thickness
(mils)
Carbon
Black
(oho)
I ensue
Strength
MD
Transmissivity
(mz /sec)
Side "A"
Side "B"
95361010097
ECUX 881816
0.9544
95361010098
ECUX 881816
0.9544
95361010099
ECUX 881816
0.9544
95361010100
ECUX 881816
0.9544
95361010101
ECUX 881816
0.9544
95361010102
ECUX 881816
0.9544
95361010103
ECUX 881816
0.9544
95361010104
ECUX 881816
0.9544
95361010105
2.84
2.52
ECUX 881816
0.9544
269
2.28
89
95361010106
ECUX 881816
0.9544
95361010107
ECUX 881816
0.9544
95361010108
ECUX 881816
0.9544
95361010109
ECUX 881816
0.9544
95361010110
ECUX 881816
0.9544
95361010111
ECUX 881816
0.9544
95361010112
ECUX 881816
0.9544
95361010113
ECUX 881816
0.9544
95361010114
ECUX 881816
0.9544
95361010115
ECUX 881816
0.9544
95361010116
ECUX 881816
0.9544
95361010117
ECUX 881816
0.9544
95361010118
ECUX 881816
0.9544
95361010119
ECUX 881816
0.9544
95361010120
2.15
2.37
ECUX 881816
0.9544
271
2.38
87
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]

Product: TN 270-2-8
Project: WCI Anson LF Phase 3 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
(9/cm s)
Thickness
(mils)
Carbon
Black
(o/o)
Tensne
Strength
MD
Transmissivity
( m2 / sec)
Side "A"
Side "B"
95361010121
ECUX 881816
0.9544
95361010122
ECUX 881816
0.9544
95361010123
ECUX 881816
0.9544
95361010124
ECUX 881816
0.9544
95361010125
ECUX 881816
0.9544
95361010126
ECUX 881816
0.9544
95361010127
ECUX 881816
0.9544
95361010128
ECUX 881816
0.9544
95361010129
ECUX 881816
0.9544
95361010130
ECUX 881816
0.9544
95361010131
ECUX 881816
0.9544
95361010132
ECUX 881816
0.9544
95361010133
ECUX 881816
0.9544
95361010134
ECUX 881816
0.9544
95361010135
2.66
2.21
ECUX 881816
0.9544
263
2.44
90
95361010136
ECUX 881816
0.9544
95361010137
ECUX 881816
0.9544
95361010138
ECUX 881816
0.9544
95361010139
ECUX 881816
0.9544
95361010140
ECUX 881816
0.9544
95361010141
ECUX 881816
0.9544
95361010142
ECUX 881816
0.9544
95361010143
ECUX 881816
0.9544
95361010144
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]

Product: TN 270-2-8 ,
A Project: WCI Anson LF Phase 3 Cell 2, NC
A)
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Roll Number
Ply Adhesion
(lb/in)
Transmissivity
(m 2 /sec)
Resin Lot
Number
Density
a
(g/cm )
Thickness
(mils)
Carbon
Black (oho)
lensiie
Strength
MD
Transmissivity
(mz /sec)
Side "A"
Side "B"
95361010145
ECUX 881816
0.9544
95361010146
ECUX 881816
0.9544
95361010147
ECUX 881816
0.9544
95361010148
ECUX 881816
0.9544
95361010149
ECUX 881816
0.9544
95361010150
2.51
2.25
ECUX 881816
0.9544
258
2.52
83
95361010151
ECUX 881816
0.9544
95361010152
ECUX 881816
0.9544
95361010153
ECUX 881816
0.9544
95361010154
ECUX 881816
0.9544
95361010155
ECUX 881816
0.9544
95361010156
ECUX 881816
0.9544
95361010157
ECUX 881816
0.9544
95361010158
ECUX 881816
0.9544
95361010159
ECUX 881816
0.9544
95361010160
ECUX 881816
0.9544
95361010161
ECUX 881816
0.9544
95361010162
ECUX 881816
0.9544
95361010163
ECUX 881816
0.9544
95361010164
ECUX 881816
0.9544
95361010165
2.81
2.53
ECUX 881816
0.9544
260
2.58
88
95361010166
ECUX 881816
0.9544
95361010167
ECUX 881816
0.9544
95361010168
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: [e-mail]

Product: TN 270-2-8
Project: WCI Anson LF Phase 3 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
("�o)
I ensue
Strength
MD
Transmissivity
(mZ/sec)
Side "A"
Side "B"
95361010169
ECUX 881816
0.9544
95361010170
ECUX 881816
0.9544
95361010171
ECUX 881816
0.9544
95361010172
ECUX 881816
0.9544
95361010173
ECUX 881816
0.9544
95361010174
ECUX 881816
0.9544
95361010175
ECUX 881816
0.9544
95361010176
ECUX 881816
0.9544
95361010177
ECUX 881816
0.9544
95361010178
ECUX 881816
0.9544
95361010179
ECUX 881816
0.9544
95361010180
1.80
2.79
9.03 x 10-4
ECUX 881816
0.9544
265
2.45
82
95361010181
ECUX 881816
0.9544
95361010182
ECUX 881816
0.9544
95361010183
ECUX 881816
0.9544
95361010184
ECUX 881816
0.9544
95361010185
ECUX 881816
0.9544
95361010186
ECUX 881816
0.9544
95361010187
ECUX 881816
0.9544
95361010188
ECUX 881816
0.9544
95361010189
ECUX 881816
0.9544
95361010190
ECUX 881816
0.9544
95361010191
ECUX 881816
0.9544
95361010192
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 ' Ph: 706-336-7000 ' Fax: [phone]' Email: [e-mail]

r
I;
Product:
TN 270-2-8
;f
Project:
WCI Anson LF Phase 3 Cell 2, NC
l
-
We hereby certify the following test results for the above referenced product/project
Geocomposite
Geonet
Ply Adhesion
Transmissivity
Resin Lot
Density
Thickness
Carbon
ensue
Strength
Transmissivity
Roll Number
(lb/in)
(Ma/sec)
Number
a
(g/cm)
(mils)
Black
MD
(m 2/sec)
Side "A"
Side "B"
(%)
95361010193
ECUX 881816
0.9544
95361010194
ECUX 881816
0.9544
95361010195
2.42
2.75
ECUX 881816
0.9544
263
2.30
86
95361010196
ECUX 881816
0.9544
95361010197
ECUX 881816
0.9544
95361010198
ECUX 881816
0.9544
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]

i'
POLYETHYLENE RESIN
CERTIFICATION
Customer Name:
Waste Connections
Project Name:
WCI Anson LF Phase 3 Cell 2, NC
Geocomposite Manufacturer:
SKAPS Industries
Geocomposite Production Plant:
Commerce, GA
Geocomposite Brand Name:
TN 270-2-8
We hereby certify the following test results for the above referenced product/project:
Resin
Resin
Properly
Test
Units
Resin
Manufacturer
Tested
Manufacturer
Lot Number
Method
Value
Value*
Density
ASTM D1505
g/cm3
1 0.9500
0.9495
M. Holland & Company
ECUX 881816
Melt flow Index
ASTM D1238(a)
g/10 min
0.19
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]

177A
Product:
Geotextile
TN 270-2-8
Certification
Je
3 Project:
WCI Anson LF Phase 3 Cell
2, NC
We hereby certify the following
test results
for the above referenced product/project
GEOCOMP
ROLL#
FABRIC
SIDE
WEIGHT
oz/ycl2ELG
LGIRAB
GRAB
%
(MD)
GRAB
lbs.
(XMD)
GRAB
ELG %
(XMD)
PUNCTURE
lbs.
1�
ADS
us sieve
J
WATER-
FLOWz
gpm/ft
Side A
1 8.16
230
68 1
241
83 1
135
80
113
95361010001
Side B
1 8.40
225
71
231
82
137
80
113
Side A
8.32
235
66
244
85
131
80
112
95361010030
Side B
8.27
231
72
245
78
132
80
112
Side A
8.12
235
66
240
80
140
80
110
95361010060
Side B
8.56
228
73
235
81
134
80
112
Side A
8.33
226
68
233
85
134
80
110 ,
95361010090
Side B
8.46
226
65
232
79
131
80
113
Side A
8.50
232
67
237
77
139
80
113
95361010120
Side B
8.23
234
69
239
76
138
80
112
Side A
8.58
229
75
234
84
130
80
112
95361010150
Side B
8.59
233
70
242
75
140
80
112
Side A
8.25
227
74
238
80
133
80
113
95361010180
Side B
8.44
229
74
243
82
136
80
113
r
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email: [e-mail]

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 INDUSTRIAL PARKWAY
COMMERCE, GA, 30529
Phone: [phone]
Fax: [phone]
www.skaos.com
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, NC, 28135
Contact: Tim
Phone: [phone]
Product Code: 40-HD-00-BLK-BLK-N0MSTD-23.5
No
Roll#
Sq.Ft.
1
3111002765
13, 865.00
Total Rolls: 1
Total Sq Feel: 13,865.00
Total Weight (Ibs): 2,526.00
Driver sign below if you ha a re eived above
mentioned items �.'1, ?
Driver's Sign: /
Bill of Lading #: 301312000546
Ship Date: 8I3120
Sales Order #: 31 C2000049
Customer Name: Waste Connections Inc
Cust. P.O. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms' Plant 1 PPA
Container #:
Seal #:
SIGN HERE FOR SHIPPER`4
SHIPPER ADDRESS; j571 I
GOL1 M - `�f�30529
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepancies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name Receiver's Signature
Receive Date Receiver's Company Name
Driver Requirements:
1) For Monday delivery driver must call on Friday.
2) Driver must tail 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Driver's Name'
Driver's Cell Phone #: 7U T)D
Trucking Co.: d[ A
Trucking Co. Phone #:
Broker: Landmark
Date: 813120
Truck Departure Time: ' 77
Driver's Instructions :
Driver please tali 24 hours prior to delivery
elivery Timings :Mon - Fri 7:30am-4:30pm
lease stop at the scale house and have them let Donald know you
re on site
Enterprise Shipper: 10349175
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received at commerce, CA from SKAPS In ustdes the property described above, to apparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Carrier" being understood throughout this Shipping Order as meaning the person or corporation in possession of
the property) agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to
destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein is
SKAPS Industries as indicated by the designation of the "Shipper" to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transpadation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of
Lading set forth (1) in Official Southern. Western, and Illinois Freight Classifications in effect on the date hereof, if this a rail -water shipment, or (2) in the applicable motor carrier
classification or tariff if this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
Initiated by the Shipper and not by Sill Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he Is familiar with the terms
and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns.
INOW PRODlI)ossnowldeploy/now.earinowui.warlreportslcom(hclnowlcomlLNRShippingeefin

STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Ph: 7060-336-7000 Fax: [phone]
SHIP -TO:
Project: WCI Anson LF Phase 3 Cell 2, NC
Address: 375 Dozer Drive
City, State, Zip: Polkton, INC, 28135
Contact: Tim
Phone: [phone]
Product Code: TN270-2-8
No
Roll #
Sq. Ft.
1
0095361010194
2,755.00
2
0095361010195
2,755.00
3
0095361010196
2,755.00
4
0095361010197
2,755.00
5
0095361010198
2,755.00
6
0095361010200
2,755.00
7
0095361010201
2,755.00
8
0095361010202
2,755.00
Total Rolls: 8
Total Sq Feet: 22,040.00
Total Weight (lbs): 8,457.00
Driver sign below if yo ha a received .above
mentioned items:
Driver's Sign:
V� � U
Bill of Lading #: C00021482
Ship Date: 8/3/20
Sales Order #: C004925
Customer Name: Waste Connections Inc
Cust. P.Q. #: 6115-20-0004
Ship Via: Flatbed
Delivery Terms: Plant / PPA
Container #:
Seal #:
SIGN HERE FOR SHIPP(R: ,
SHIPPER ADDRESS: 571 1
ATTN RECEIVER: Please sign below if you have received the
items mentioned on the BOL and any discrepancies must be
reported to SKAPS Industries within 7 days of receipt of goods.
Receiver Print Name Receiver's Signature
Receive Date Receiver's Company Name
Driver Requirements
1) For Monday delivery driver must call on Friday.
2) Driver must call 706-336-7000 when unloaded.
3) Driver must call and advise of any delay in transit.
4) A copy of this bill -of -lading must accompany freight invoice,
failure to do this will result in delayed payments.
Delivery Timings:
Driver's Name:
Driver's Sign:
Driver's Cell Phone #:
Trucking Co.: gC
Trucking Co. Phone #:
Broker: Landmark
Date: 8/3/20
Truck Departure Time: 04 '
Comments:
Driver please call 24 hours prior to delivery
Delivery Timings :Mon - Fri 7:30am-4:30pm
cease stop at the scale house and have them let Donald know you
re on site
Enterprise shi er # : 10349175
CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY
Received at Commerce, GA from SKAPS industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked,
consigned, and destined as indicated above, which said Carrier (the word "Carder' being understood throughout this Shipping Order as meaning the person or corporation In possession of
the property) agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carder of all or any of said property, over all or any portion of said route to
destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein is
SKAPS Industries as indicated by the designation of the 'Shipper"to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract
for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper,
and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of
Lading set forth (1) in Official Southem, Western, and Illinois Freight Classifications in effect on the date hereof, if this a rail -water shipment, or (2) In the applicable motor carrier
classification or tariff if this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material fn transit an behalf of a Shipper, SKAPS Industries
accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was
initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he is familiar with the terms
and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns.
INOW PRODfjbossmowldeploylnow.earinowuf.war/reportslcomfjhclnow/com1COMShippingDefi

Section 4
Leachate Collection Components

SKAPS Industries (Nonwoven Division)
335, Athena Drive
f r' Athens, GA 30601 (U.S.A.)
„f Phone [phone] Fax [phone]
E-mail: [e-mail]
February 18, 2020
Waste Connections
375 Dozer Drive
Polkton, NC 28135
PO: 6115-20-0004
Dear Sir/Madam:
(a T- Cv�- r
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/ftZ I/min/mz
100 (4074)
AOS*
ASTM D 4751
US Sieve (mm)
80 (0.18)
UV Resistance
ASTM D 4355
%/hrs
70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
KOUROSH SABZEVARI
QUALITY CONTROL MANAGER
www.skaps.com

Product:GE180-180
ROLL #
WEIGHT
THICKNESS
MD TENSILE
MD ELONG
XMD TENSILE
XMD ELONG
MD TRAP
XMD TRAP
CBR PUNCTURE
AOS
WATER FLOW
PERMEABILITY
PERMITTIVITY
AST M M ETHOD
D5261
D5199
D4632
D4632
D4632
D4632
D4533
D4533
D6241
D4751
D4491
D4491
D4491
UNITS
ozlsq yd
(mils)
lbs.
%
lbs
%
lbs.
lbs
lbs.
US Sieve
gpm1ft2
cmisec
sec'
TARGET
8.00
100
225
50
225
50
90
90
650
80
100
0.30
1.26
60866.1
1 8.32
120
226
66
235
77
103
115
683
80
103
0.42
1.37
*All Values are MARV

sequoia services
7815 National Service Rd.
-suite 606
Gre0—boro, NC 27909
T¢L: 336.906. 0022
1 "y� PROSECT NAME:
Anson Landfill Ph.3 Cell Expansion
Sequoia PROS 1:
NC•03075
OWNER:
Wxte Connections, In0
COA:
OasIS
CONTRACTOR:
Sequoia Servim
SPEC./DUENCrawing X:
B EpB. NO.:
-
eUBMISSION TYPE:
Oi
SUBMITTAL DESCRP:
ASTM Reference:
su@9ITTAL No.: 013
SUBMITTAL DATE:
OWNERS Pro3.e:
Obptm UPP< Nelfon Lin9tden
a Rep.: Mike Monteleone
CONTRACTORS REP: Phillp Banks
SUBCONTRACTOR:
SUPPLIER/Manufctr:
�©�
t�4RiDNa rule-
Attached is submittal info ea referenced. Please [e tum a reviewed/approved submittal to br ,6segaarv.com. Thanks
Certification atatament:
By thla submittal, I hereby certify that the above submitted items have been revlered Sn detail and are co [[act and In attict conformance with the Contact Drawings and specifications
except ae -ted.
BY:
6ruce 5ekaIy�_ - 3/23/20
Date:
Bruce Sekely OC Menage M
APPROVAL/NOTES:
50•Shap Draringa'-Produc[ Date; Riec•Ml scel leneeua Info; iR- Test Results; OtA-Op/Maintenance Manuel; a anPle; eIO•Far Info Only; Cerfe-Cacti flca[lons

STRAIGHT BILL OF LADING -SHORT FORM -Original -Not Negotiable
RECEIVED. subject to the classifications and tariffs in effect on the date of issue of this +WINFA
Original Bill of Lading. �
Shipper: Willacoochee Industrial Fabrics BOL #: 18412
1 Nashville Mills Road
Nashville, GA 31639 Customer PO: 2130549
Ship To: SEQUOIA SERVICES LLC - ANSON CO. LANDFILL Ship Date: 03/20/2020
375 DOZER DRIVE
Phillip Banks @ 336-604-1486 Carrier: TSH TRUCKING
POLKTON, NC 28135
The properly described below in apparent good order. except as noted (contents and condnion of cements of poaaaes unknown). marked unsigned. and destined as shown helm. which said company (I he word company being undoislood Throughout this
contract as moaning any person or corporation in possession of the properly under the untrad) agrees to carryto its usual force al delivery al said destination. If on its own railroad waterline. hghway routo or routes or within the territory of its highway
.Pons, otherwise to deliver to another tamer an the route to said doslinatlon It Is mutually agreed, as to each carder of oil or any of said property overall or any portion of said route la destination, and as to each party at anytime 19toresled in all or any
0, said property, that every service to be performed hereunder. shall be subject to all the conditions not prohibited by law, wh ether printed or written. herein contained. including the conddlons on back hereof. which are hereby agreed to by the shipper and
accepted for himself and his assigns
Roll Number Product Width Quantity Net Wgt (Lbs)
030700301
WINFAB 80ONE-
15.00
ft
1
575.00
030700304
WINFAB 80ONE-
15.00
ft
1
575.00
030700305
WINFAB 80ONE-
15.00
ft
1
575.00
030700306
WINFAB 80ONE-
15.00
ft
1
575.00
030700309
WINFAB 80ONE-
15.00
ft
1
575.00
030700310
WINFAB BOONE-
15.00
ft
1
575.00
030700313
WINFAB 80ONE-
15.00
ft
1
575.00
030700319
WINFAB 80ONE-
15.00
ft
1
575.00
030700320
WINFAB 80ONE-
15.00
ft
1
575.00
030700326
WINFAB BOONE-
15.00
ft
1
575.00
030700327
WINFAB BOONE-
15.00
ft
1
575.00
03070032E
WINFAB 80ONE-
15.00
ft
1
575.00
030700331
WINFAB 80ONE-
15.00
It
1
575.00
030700340
WINFAB 80ONE-
15.00
ft
1
575.00
030700344
WINFAB 80ONE-
15.00
ft
1
575.00
Subtotal 15
Freight Charge Terms: PrePaid
Seal Number:
Trailer Number:
Total Pcs Total Gross Wt.
(Subject to Correction)
15 8,625.00
The carrier shall not make delivery of this shipment without payment of
charges and all other lawful fees
Shipper Signature `J �-
Carrier Signature
5
Carrier acknowtedgosreceipt 0'(Pnc agasandrequiredplacards. Carrier
certifies emergency response fnformedion was made available and/or carrier
has the DOT emergency response guidebook or equivalent documentation
in the vehicle Property described above is received in good order. except
as noted
Page 1 of 1

APPENDIX D
CONFORMANCE
TESTING RESULTS

Section 1
HDPE Geomembrane

75t�T,--� -a>b�

LA\
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
■ R I Austin, TX - USA 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: Oasis Consulting
Project: Anson Landfill Phase 3 Cell 2, NC
Material: Skaps 60 mil Textured HOPE Geomembrans
Semple Ident1fica8an: 3112005715
TRI Log *: 57031
13APAURTF12 TEST REM ICATF Nt1MRFR
STD.
MEAN ❑EV.
1
2
3
a
5
6
7
8
9
10
Thickness (ASTM D 5994)
Thickness (mils) 65
62
61
65
61
62
61
63
63
62
63
61
1
« min
Asperity Height (ASTM 17 7486)
Aspedly Height (mils) - Side A 27
27
25
26
30
25
29
26
33
29
28
3 tir
Asperity Height (mils) - Side B 28
31
26
25
31
30
30
31
34
29
30
3 1
Density (ASTM D 16"
Density (g/cm3) 0.949
0.949
0.949
0.948
0,000
Carbon Black Content (ASTM D 4218)
%Carbon Black 2.71
2.65
2.6B
0_04
Tensile Properties (ASTM D 8693. 2 ipm strain rate)
MD Yield Strength (ppi) 172
171
167
166
169
169
3
TD Yield Strength (ppi) 160
173
181
186
186
181
5
MD Break Strength (ppi) 196
204
204
209
228
208
12
TD Break Strength (ppi) 149
185
130
143
197
161
29
MD Yield Elongation (%) 17
17
21
17
20
18
2
TD Yield Elongation (%) 18
16
17
17
17
17
1
MD Break Elongation (%) 501
534
553
540
599
545
36
TD Break Elongation (%) 444
520
384
459
543
470
63
Puncture Resistance (ASTM D 4833)
Puncture Strength (Ibs) 148
149
147
151
144
146
3
Tear Resistance (ASTM D 1004)
MD Tear Strength (Ibs) 57
58
60
57
58
56
56
59
55
56
57
1
TD Tear Strength (Ibs) 60
59
62
60
58
58
61
60
61
59
60
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 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

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
LATR I Austin, TX - USA I CA - USA SC - USA Gold Coast - Australia I Suzhou - China j Sao Paulo, Brazil Johannesburg -Africa
ENVIRONMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Oasis Consulting
Project: Anson Landfill Phase 3 Cell 2, NC
Material: Skaps 60 mil Textured HOPE Geomembrane
Sample Identification:3112005715
TRI Log #: 57031
PARAMETER TEST REPLICATE NUMBER
STD.
MEAN DEV.
1
2
3
4
5
6
7 8
9
10
Thickness (ASTM D 5994)
Thickness (mils) 65
62
61
05
61
62
61 63
63
62
63 1
61 « min
Density (ASTM D 1505)
Density (g/cm3) 0.949
0.949
0.949
0.949 0.000
Carbon Black Content (ASTM D 4218)
Carbon Black 2,71
2.65
2.68 004
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi) 172
171
167
166
169
169 !
TD Yield Strength (ppi) 180
173
181
186
186
181 5
MD Break Strength (ppi) 196
204
204
209
228
208
TD Break Strength (ppi) 149
185
130
143
197
161 ✓ 29
MD Yield Elongation (%) 17
17
21
17
20
16 2
TO Yield Elongation (%) 18
16
17
17
17
17 " 1
MD Break Elongation (%) 501
534
553
540
599
545 ,36
TO Break Elongation (%) 444
520
384
459
543
1 470 63
Puncture Resistance O&M 0 "3$)
Puncture Strength (Ibs) 148
149
147
151
144
148 3
Tear Resistance (ASTM D 1004)
MD Tear Strength (Ibs) 57
58
60
57
58
56
56 59
55
56
67 0� 1
TD Tear Strength (Ibs) 60
59
62
60
58
58
61 60
61
59
60 {2
MD Machine Oimcllon TD Transverse Direction
L_�
Page 2 of2
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

�\-,
I�I 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
ENVIRONMENTAL
June 29, 2020 Asperity test added
Mail To: Bill To
Micheal Monteleone
<= Same
Oasis Consulting
45 Woodstock Street
Roswell, GA 30075
email: [e-mail]
ccemail: [e-mail]
Dear Mr. Monteleone:
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 Landfill Phase 3 Cell 2, NC
TRI Job Reference Number:
57031
Material(s) Testedt
One, Skaps 60 mil Textured HDPE Geomembrane(s)
Test(s) Requested:
Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 421 B)
Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
Tear Resistance (ASTM D 1004)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel J
Laboratory Manager
Geosynthetic Services Division
'Signature is on file
0
Page 1 of2
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 1512-263-5944 1 www.tri-env.com

AT 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
June 29, 2020
Mail To: Bill To
Micheal Monteleone
<= Same
Oasis Consulting
45 Woodstock Street
Roswell, GA 30075
email: [e-mail]
ccemail: [e-mail]
Dear Mr. Monteleone:
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 Landfill Phase 3 Cell 2, NC
TRI Job Reference Number:
57031
Material(s) Tested:
One, Skaps 60 mil Textured HDPE Geomembrane(s)
Test(s) Requested:
Thickness (ASTM D 5994)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)
Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
Tear Resistance (ASTM D 1004)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
W V r^ u:l--vi J
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
'Signature is on file
Page 9 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 Anal 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

v
ww
A Product: 60-HD-1I-BLK-BLK-AVG-STD-23.5 Quality Manager: 'A` T
Project : WCI Anson LF Phase 3 Cell 2, NC Date: June 23, 2020
r Cust PO: 6115-20.0004 SKAPS SO: 31C2000049 �`7
r
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
Stress
Gross
ness
ness
Height
at Yield
at Yield
at Break
at Break
Resistance
Resist
Density
Black
(Views
Crack
Resin
Roll
Area
MAV
MIN
(mil)
(ppi)
N
(ppi)
N
(lb)
(lb)
(glcc)
°
(/°)
in Cat
Res.
OIT
Resin
Number Number
(sq ft)
Weight
(mil)
(mil)
1 or2)
(hour)
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
ASTM
(lb)
D 5994
D 5994
D 4833
D 1505
D 4218
D 5596
D 5397
D 3895
Side A
Side B
MD
I TD
MD
TD
MD
TD
MD
TD
MD
TD
3112005715
11,515
3,990
63 59
31 33 173
167
16
17 162 198
332
518
55
58
153
0.950
2.7
10
500+
274
20C1305
3112005716
11,515
3,986
63
61
25
28
173
167
16
17
162
198
332
518
55
58
153
0,950
2.7
10
500+
274
20C1305
3112005717
11,515
3,991
62
59
27
26
160
171
17
16
197
180
511
512
53
57
150
0.947
2.6
10
500+
274
20C1305
I.
3112005718
11,515
3,994
63
60
27
28
160
171
17
16
197
180
511
512
53
57
150
0.947
2.6
10
500+
274
20C1305
3112005720
11,515
4,010
62
57
27
28
160
171
17
16
197
180
511
512
53
57
150
0.947
2.6
10
500+
274
20C1305
3112005721
11,515
4,010
61
58
30
31
163
166
17
15
160
187
462
475
53
57
150
0.947
2.3
10
500+
274 20C1305
3112005725
11,515
4,004
63
59
32
32
163
166
17
15
160
187
462
475
53
57
150
0.947
2.3
10
500+
274
20C1305
3112005726
11,515
3,993
61
57
31
29
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005727
11,515
3,989
61
58
30
31
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005728
11,515
3,997
62
57
28
29
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005729
11,515
3,980
61
57
28
29
166
171
17
15
200
177
521
473
54
58
150
0.948
2.5
10
500+
274
20C1305
3112005730 11,515 3,987
62
59
26
29
166
159
15
17
156
185
398
491
54
58
150
0.948
2.4
10 500+ 274 20C1305
DCN: SKAPS LOG 014 SKAPS Industries Phone: [phone]
Effective Date: February 26,2020 571 Industrial Parkway Fax: [phone]
Rev 0 Commerce, GA 30529 E-Mail:[e-mail]
7

Formosa Plastics
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE PHONE:( 888 )FPCUSA3
PO BOX 700
POINT COMFORT TX 77978
Certificate of Analysis
(CONFIDENTIAL)
CUSTOMER:SKAPS INC. S/O NO EV5A176
571 INDUSTRIAL PARKWAY CUSTOMER PO 30131200370
R/C: NS DATE SHIPPED: 5/09/20
COMMERCE GA 30529 LOT NO 20C1305
PRODUCT :HL3812 WEIGHT (LB) 196,750.00
RAILCAR FPAX200240 CUSTID:FT04342 SPIDMI
CLEANING/INSPECTION NO: 200240032520
TEST ITEM REFERENCE METHOD TEST VALUE
Melt Index,g/10min ASTM D1236 .075
Density, g/cm3 ASTM D1505 -9373
ln;"dw �u.�
QC SUPERVISOR: LINDA KAO

STRI
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: Oasis Consulting Services, Inc
Project: Anson Landfill Phase 3 Cell 2, NC
Material: Skaps 60 mil Textured HDPE Geomembrane
Sample Identification: 3112004270 ?ull"liaQ vili
TRI Log #: 54956
DADAKACTFD TFCT RFDI Ir:ATF NI tWIRF17
I STD.
I Mr -AN DFV
1
2
3
4
5 6
7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils) 62
60
63
63
61 62
61 63 60 62
62 1
60 <<min
Density (ASTM D 1505)
Density (g/cm3) 0 946
0 946
0.946
0,94fi 0 000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 248
243
2-4 6­1 0 04
Tensile Properties (ASTM D SN3, 2 Ipm strain rate)
MD Yield Strength (ppi) 175
180
179
176
174
177 3
TD Yield Strength (ppi) 179
178
177
176
175
177 2
MD Break Strength (ppi) 138
232
217
198
143
186 43
TD Break Strength (ppi) 128
163
194
182
201
174 29
MD Yield Elongation (%) 16
17
17
18
19
17 1
TD Yield Elongation (%) 17
17
16
18
18
17
MD Break Elongation (%) 196
588
543
502
154
397 205
TD Break Elongation (%) 133
417
516
472
531
414 163
Puncture Resistance (ASTM D 4833)
Puncture Strength (Ibs) 155
153
150
152
144
151 4
Tear Resistance (ASTM D 1004)
MD Tear Strength (Ibs) 59
58
57
60
56 58
57 61 58 58
58
TD Tear Strength (Ibs) 59
58
61
58
59 57
56 58 59 57
1 58 1
MD Machine Direction TD Transverse Direction
V
v
f
V
J
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 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 TRL
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
LA'
TR f
Austin, TX - USA I CA -
USA I SC - USA � Gold Coast - Australia I Suzhou - China Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Oasis Consulting Services, Inc
Project: Anson Landfill Phase 3 Cell 2, NC
Material: Skaps 40 mil Smooth HDPE Geomembrane
Sample Identification: 3111002998
TRI Log N: 54980
PAPAWIFTFP TFRT RFPI tt':A'iP N11Ml
STD.
MFAN nFV_
1
2
3
4
5 6
7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils) 44
43
43
43
42 42
42 42 41 41
42
0.9
41
«min
Density (ASTM D 1505)
Density (g/cm3) 0.944
0 944
0 944
FO-9-44--1
0 000
Carbon Black Content (ASTM D 421g)
% Carbon Black 2.44
249
2.47
0.04
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi) 106
101
101
100
105
1t13
3
TD Yield Strength (ppi) 114
107
104
109
110
109
4
MD Break Strength (ppi) 162
182
200
168
192
181
16
TD Break Strength (ppi) 210
194
181
179
204
194
14
MD Yield Elongation (%) 18
20
20
20
20
20
i
TD Yield Elongation (°/) 16
18
17
18
18
17
1 V
MD Break Elongation (%) 668
771
833
707
779
752
65
TD Break Elongation (%) 887
865
818
789
872
80
41 L
Puncture Resistance (ASTM D 4833)
Puncture Strength (Ibs) 115
113
111
111
110
112
2
Tear Resistance (ASTM D 1004)
MD Tear Strength (Ibs) 36
37
34
35
33 35
34 36 34 36
35
1
TD Tear Strength (Ibs) 37
36
34
34
35 35
37 37 36 36
38 1
1
MD Machine Direction TD Transverse Direction
41
Page 2 of2
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 SC- USA I Gold Coast -Australia Suzhou -China Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
April 14, 2020
Mail To: Bill To:
Micheal Monteleone <= Same
Oasis Consulting Services, Inc
45 Woodstock Street
Roswell, GA 30075
email: [e-mail]
Dear Mr. Monteleone:
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 Landfill Phase 3 Cell 2, INC
TRI Job Reference Number: 54956
Material(s) Tested: One, Skaps 60 mil Textured HDPE Geomembrane(s)
Test(s) Requested: Thickness (ASTM D 5994)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 1603, mod.)
Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
Tear Resistance (ASTM D 1004) '
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
k V �- -I-�
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
"Signature is on file
Page 1 of2
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

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
LAITRI Aus6nTX - USA I CA -USA I SC- USA Gold Coast -Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRONMENTAL
April 14, 2020
Mail To: Bill To:
Micheal Monteleone <= Same
Oasis Consulting Services, Inc
45 Woodstock Street
Roswell, GA 30075
email: [e-mail]
Dear Mr. Monteleone:
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 Landfill Phase 3 Cell 2, NC
TRI Job Reference Number: 54980
Material(s) Tested: One, Skaps 40 mil Smooth HDPE Geomembrane(s)
Test(s) Requested: Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)
Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
Tear Resistance (ASTM D 1004)
If you have any questions or require any additional information, please call us at 1-800-880-8378
rrSincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
'Signature is on file
Page 9 of
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

APPENDIX E
INTERFACE FRICTION
ANGLE TEST RESULTS

p,j� e�a�
2. L /�t Zo z-D

Michael Monteleone
From: Nelson Breeden <[e-mail]>
Sent: Tuesday, May 26, 2020 4:35 PM
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 (LD) shear strengths exceed the minimum required peak and LID shear
strengths required by the CClA Plan and permit design, respectively, with the exceptions noted in red
fill. There are substantial increases in the LID 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
Complete
Complete
Peak Shear
GCL (Woven
(Nonwoven
Liner X-Sec
Liner X-Sec
Normal
Strength
Side) vs Clay
Side) vs 60
(PC-01
(PC-02
Stress (psf)
(psf)
(CL-01)
mil HDT Liner
Borrow)
Vulcan)
500
235
325
331
337
396
2,000
462
1 732
1 1,171
824
1,002
5,000
1,154
2,773
2,101
1,949
10,000
2,309
2,382
5,327
3,618
3,443
See Note 1
See Note 1
LARGE DISPLACEMENT SEAR STRENGTH
Min.
Required LD
Min.
Shear
Required
Strength per
GCL
Complete
Complete
Peak Shear
Slope
GCL ( Woven
(Nonwoven
Liner X-Sec
Liner X-Sec
Normal
Strength
Stability
Side) vs Clay
Side) vs 60
(PC-01
(PC-02
Stress (psf)
( sf)
Analysis sf
(CL-01)
mil HDT Liner
Borrow)
Vulcan
500
235
115
325
275
337
395
2,000
462
461
663
791
824
990
5,000
1,154 1
776
1,608
1,948
1,912
10,000
2,309
1,302
2,377
2,867
3,583
3,443
See Note 1
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] • litip://www.ceeinc.coin
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-Oasis Anson LF Phase 3 Cell
This appears much better. Thoughts?

From: Michael Monteleone [mailto:[e-mail]]
Sent: Tuesday, May 26, 2020 2:18 PM
To: Bivins, Nathan (nbiyins cecinc.corn)
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
m m o nteleone @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
www.oasis-cs.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 on the contents of this information is strictly
prohibited

LATRITESTING, RESEARCH, CONSULTING AND FIELD SERVICES
.1
ENVIRONMENTAL
Client:
Project:
12,000
10,000
y
a 8,000
In
a)
in 6,000
m 4,000
2,000
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Oasis Consultant Services
Anson Landfill
GCL - woven side down vs.
CL-01 (Clay Sample)
0 2,000 4,000 5,000 8,000 10,000 12,000
Normal Stress (psf)
500 psf -2000 psf A5000 psf 10000 psf
2.500
2.000
y 1.500
N
N
rn
1.000
t
500
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 & Quality Review/Date
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
11.8
12.0
Y-intercept
psf
192
162
or Adhesion
Minimum
Degrees
11.2
11.2
Secant Angle
Note - Large Displacement Values Reported for 3.0 inches of Displacement
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
Peak
Shear Stress
psf
325
732 ✓
988 ✓
2,382
Secant Angle
deg.
33.0
20.1
11.2
13.4
Large
Shear Stress
psf
325 ✓
663
98
2,377
Displacement Secant Angle deg. 33.0 18.3 11.2 13.4
C3 �-% Are j
Page 1 of 1
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TRI ENVIRONMENTAL, INC.
9063 ri EE CAVCS RD. - AUSTIN. TX 78733 - USA I PM: E300.080.TEST OR S 1 2.253.2101

VTR[ TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
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
GCL - nonwoven side down vs.
TXGM (3111001740) - shiny side up
12,000
10.000
8,000
fA
6,000
m
rn 4,000
2.000
0
0 2,000 4,000 6,000 6,000 10,000 12,000
Normal Stress (psf)
500 psf -2000 psf n5000 psf 10000 psf
6,000
5,000
C,
n 4,000
r�
3,000
in
L 2,000
1,000 y
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
Note - Lame Displacement Values Reported for 3.0 inches of Displacement
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
I 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
Peak
Show Stress
psf
331 ✓
1,171 ✓
2,778
5,327
Sscant Angle
deg.
33.5
30.4
29.1
28.0
Large
Displacement
Shear Stress
psf
275 ,/
791 ,/
1,608
2,867
Secant Angle
deg.
28.8
21.6
17.8
16.0
Asperity Height, Avg. of 5 Meas.
mils
30
1 30
30
30
Page 1 of 1
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TRI ENVIRONMENTAL, INC.
9053 face CAVCS RD. — AUSYIN, TX 76733 — USA I PH: E30U.B9U.TEST OR 51 2.253.21 01

Client:
Project:
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
Oasis Consultant Services TRI Log #: 54814-5
Anson Landfill Richard S. Lacey, P.E. 5/18/2020
Analysis & Quality Review/Date
PC-02 (Vulcan) vs. DSGC (0096361010172) vs. TXGM (311001776) - dull side up vs. GCL -
nonwoven side up vs.
CL-01 (Clay Sample) ❑
12,000
10,000
a 8.000
8,000
m
L
4,000
2.000
0 2.000 4,000 6,000 8,000 10,000 12,000
Normal Stress (psf)
500 psf - 2000 psf A 5000 psf 10000 psf
4,000
3.000
a
N
d 2,000
in
t 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
17.7
17.6
Y-intercept
psf
307
300
or Adhesion
Minimum
Degrees
19.2
19.0
Secant Angle
Note - Large Displacement. Values Reported for 3.0 inches of Displacement
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)
CO = 26.6 % yd = 86.3 pcf
Conditioning
Wet - Loading applied and Interface
flooded for a minimum of 24 hours prior
to shear.
Shearing Rate
1 inches minute
0.04
Test Notes
Shearing occurred at the GCL vs Clay 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
Peak
Shear Stress
psf
396
1,002,/
1,949
3,473
Secant Angle
deg.
38.4
26.6
21.3
19.2
Large
Displacement
Shear stress
psf
395
990 L,
1,912
' 3,443
secant Angle
deg.
38.3
26.3
20.9
19.0
Asperity
Height"
'Top
mils
28
30
29
1 32
113ottom
I mils
1 30
1 30
30
128
Page f of 1
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TRI ENVIRONMENTAL, INC.
9063 F3EC CAVES RD. — AUSTIN, TX 78733 USA I PH.- 000.080.TEST OR S 1 2.263.2101

Z b lti 'Z0
ZA1TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, TX- USA I CA -USA I SC- USA Gold Coast -Australia Suzhou -China Sao Paulo, Brazil I Johannesburg-Afric
ENVIRONMENTAL
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
Client: Oasis Consultant Services TRI Log #: 54814-6
Project: Anson Landfill Richard S. Lacey, P.E. 5/21/2020
Analysis & Quality Review/Date
PC-01 (Borrow) vs. DSGC (0095361010172) vs. TXGM (311001776) - Dull side up vs.
GCL - nonwoven side up vs.
CL-01 (Clay Sample)
12.000
10.000
g 8.000
fA
2
fA 6.000
`m
r
rn 4.000
2.000
0
0
a uu
3.000
a
0
0 0.5 1 1.5 2 2.5 3
Displacement (inches)
2,000 4,000 6,000 8,000 10,000 12,000
Normal Stress (psf)
500 psf -2000 psf A5000 psf 10000 psf
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
Note - Larne Displacement Values Reported for 3.0 Inches of Displacement
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)
ce = 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. Clay 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
Peak
Shear Stress
psf
337
824
2,101
3,618
Secant Angle
deg.
34.0
22.4
22.8
19.9
Large
Displacement
Shear stress
psf
337
824
1,948
3,583
Secant Angle
deg.
34.0
22.4
21.3
19.7
Asperity
Height`
JTop
mils
30
1 31
1 31
34
Bottom
mils
33
33
33
38
Page 1 of 1
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TRI ENVIRONMENTAL, INC.
9053 ©EC CAVES RD. — AUST... TX 713733 -- USA I PH; 1300.9130.TEST OR 55 1 2.263.2101

c�- a�- <---

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 geomembrane 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:
Run
Factor of Safety
Section C; Seismic Evaluation; Full Phase 5 Build Out;
Average Lab Results
1.044
Section C; Seismic Evaluation; Phase 3 Build Out; Average
Lab Results
1.068
Section C; Seismic Evaluation; Phase 5 Build Out; Worst Case
Lab Results in Phase 3 and Design values in Phase 5
0.992
N-S Section; Seismic Evaluation; Average Lab Results
1.030
N-S Section; Seismic Evaluation; Worst Case Lab Results in
upper portion of Cell Design Values in lower portions of cell.
1.009
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 pen -nit.
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: 980-260-2102 - Fax: [phone]
Mobile: [phone] - litt ://www.ceeinc.com
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] • http://www.cecinc.coin
Senior Leadership • Integrated Services • Personal Business Relationships
From: Bivins, Nathan
Sent: Tuesday, May 12, 2020 3:49 PM
To: Michael Monteleone <[e-mail]>
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 Strength
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
51108
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
(pst)
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 determine 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:
• The permitted slope stability analyses specified interface shear strength testing at normal 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: [phone] • Mobile: [phone] • ht!p://www.cecinc.coni
Senior Leadership • Integrated Services • Personal Business Relationships

From: Michael Monteleone <[e-mail]>
Sent: Tuesday, May 12, 2020 11:50 AM
To: Bivins, Nathan <[e-mail]>
Cc: 'Nelson Breeden' <[e-mail]>
Subject: RE: ENV data
Thanks
Michael Monteleone, P.E.
Executive Vice President, Director of Engineering
mmonteleone @oasis-cs. cam
OASIS
CONSULTING
SERVICES
45 Woodstock Street I 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 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 on the contents of this information is strictly
prohibited
From: Bivins, Nathan <[e-mail]>
Sent: Tuesday, May 12, 2020 11:45 AM
To: Michael Monteleone <mmonteleone oasis-cs.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: [phone] - Mobile: [phone] - htLp:.1/www.cecinc.corn
Senior Leadership • Integrated Services • Personal Business Relationships
From: Michael Monteleone <[e-mail]>
Sent: Tuesday, May 12, 2020 10:10 AM
To: Bivins, Nathan <[e-mail]>
Cc:'Nelson Breeden' <[e-mail]>
Subject: RE: ENV data
Nathan
Just following up, any word on the interface data, they are putting out today. It looked fine to me, but wanted to make
sure from the design side

■ LRInTTESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, TX - US/ old Coast - Australia Suzhou - Chin, Sao Paulo, Brazil ..hannesburg- Africa
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
4-21 15 000
n
10 000
5.000
0
8,000
7,000
6,000
a
m 5,000
rn 4,000
to
3,000
2,000
1,000
0
0
5,000 10,000 15.000
Normal Stress (psf)
5000 psf -10000 psf o 16000 psf
05 1 15 2 25
Displacement (inches)
20,000
Test Results, Linear Regression
o r-Goulom
Large
Parameters
Peak Displacement
Friction Angle
Degrees
Negative intercects
Refer toper -normal -stress
-intercept
or Adhesion
psf
secant angles
Minimum
Degrees
21.5
10.9
Secant Angle
Note - Larae Displacement 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)
Skaps TXGM 60mil HDPE
Floating
(3112004270)
Cetco Bentomat ST (1501)
Nonwoven side up
Lower
Subgrade
Box
0) = 26.6 % 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 TXGM vs. GCL interface at 5,000 psf
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*
JTop
mils
22
25
24
I Bottom
mils
25
Page 1241
24
Tin, tesunp herein Is based upon accd,ptad Industry practice as well as the test method listed. Teat results reported herein do not apply to samples other than those tested TRI neither accepts responsibility
for nor ayrkes claim as to the final um. n-1 purpose of the malarial. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7B733 - USA I PH: BOO.BBO.TEST OR 5 1 2.263.21 0 1

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
4&TR 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
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
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
o Peak *Large Displacement
r~ 15 000
1n
n
<n 10 000
CU
L
rn
5 000
0
0 5,000 10,000 15,000
Normal Stress (psf)
5000 psf -10000 psf o 16000 psf
6.000
5.000
n 4.000
Vl
N
9 3.000
L 2000
to
1 000
20,000
0
0 05 1 1.5 2 25 3
Displacement (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
Note - Larae Displacement Values Reported 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 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
Ito shear.
Shearing Rate
inches/minute
0.04
Test Notes
Shearing occurred at the TXGM vs. GCL 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
1,948
3,648
5,959
Secant Angle
deg.
21.3
20.0
20.4
Large
Displacement
Shear Stress
psf
1,072
2,025
3,247
Secant Angle
deg.
12.1
11.4
11.5
Asperity
Height*
Top
mils
24
1 25
25
Bottom
mils
25
1 P 19;4
1 24
The srolpnly herein Is based upon acccptmi industry practice as well as the test method listed. Test results rcportod herein do not nppry tc sampfoa cth- than those tested. TRI neither rc"pls responsibility
top nor makes claim as to the final h— mw purpose of the materiel. TRI observes and maintain. client conbdni Hltriity. TRI do
mpt: 1cllon of IN. report, except in lull. without prior ppllfpVal of TRI.
TRI ENVIRONMENTAL, INC.
9063 BCE CAVES RD. — Aus N, TX 78733 — USA I PH: B00.1380.TEST DR 51 2.263.21 01

4&TRI
ENVIRONMENTAL
Client:
Project:
20.000
C_ 15.000
Co
CL
5 000
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, Tx - USA I Cf- ralia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Oasis TRI Log #: 54814-3
Anson Landfill Richard S. Lacey, P.E. 5/13/2020
v+
0
9,000
8,000
7,000
a 6,000
Lo
U) 5,000
4,000
to
L 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
o Peak *Large Displacement
-0-
5,000 10,000 10,000 15,000
Normal Stress (pst
snnn nsf -lnnnn ncf AlRnnn ncf
20,000
05 1 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
I
Note - Large Displacement 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
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
Peak
Shear Stress
psf
1 2,903
5,108
8,644
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
1 26
33
Page 1 of 1
herein is based upon ar:u plA l Industry practice as well as the test method ld=od. Teel results reported herein do not apply to samples .+111- than those reeled. TRI nelther m—plp responsibility
In• r�i,..niikes claim as to the Ilnel wx and purpose of the material. TRI observes and
mdnralns client confidentiality. TRI limits reproduction of 11- rupprl• except In lull, without prior spprwul of TRI.
TRI ENVIRONMENTAL, INC.
9063 SEE CAVES RD. — Aus-N. TX 78733 — USA I PH: 1300.86O.TEST OR 51 2.263.2101

TRH TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
46Austin, TX- USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa
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
r~ 15 000
to
n
rn
U) 10 000
m
W
5 000
0
8,000
7,000
6,000
U
n 5,000
N
g 4,000
3,000
C0
2,000
1,000
0
h
Cetco Bentomat ST (1501) vs.
Subgrade
5,000 10,000 15,000
Normal Stress (psf)
5000 psf -10000 psf o 16000 psf
20,000
05 1 1.5 2 25 3
Displacement (inches)
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
or Adhesion
psf
323
secant angles
Minimum
Degrees
24.2
21.0
Secant Angle
Note - Large Displacement Values Reported for 3 0 inches of Displacement
Test Conditions
Upper
Cetco Bentomat ST (1501)
Box
Woven side down
Lower
Subgrade
Box
co - 26.2 /o 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
psf
2,487
4,581
7,205
Secant Angle
deg.
26.4
1 24.6
24.2
Large
Displacement
Shear Stress
psf
2,155
3,838
7,162
Secant Angle
deg.
23.3
21.0
24.1
Page 1 of 1
Tn, Ir r-tl herein is based upon acc wive Industry practice as well as the test method listed. Test resulls -oartod herein do not apply to samptss Ohm than those tested. TRI neithr„ aecollla responsibility
r,n „.. „env es claim es to the final usr• mra purpose of the material. TRI obeemes and maintains client conlldmttlnlity TRI limha tugWuotion of Ihla report, except in lull, without Pi- gpproval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 711 — USA I PH: 800.88O.TEST OR 5 1 2.263.2 1 01

&:�� /11A V-- "-�

ZAa TRI
ENVIRONMENTAL
Client:
Project:
20,000
15,000
m
n
5.000
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, TX- USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China Sao Paulo, Brazil I Johannesburg -Africa
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Oasis TRI Log #: 54814-4
Anson Landfill Richard S. Lacey, P.E. 5/4/2020
0+
0
8,000
7,000
6,000
5,
a 5,000
rn
4,000
3,000
2,000
1,000
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
20,000
0 05 1 1.5 2 2.5 3
Displacement (inches)
Analysis & Quality Review/Date
Test Results, Linear Regression Peak
Mohr -Coulomb Large
Parameters Displacement
Friction Angle Degrees 23.2 Negative Intercept
Refer to per-
Y-intercept normal -stress
or Adhesion psf 323 secant angles
Minimum �
Degrees 24.2 21.0
Secant Angle
Note - Large Disolacement Values Reported for 3.0 inches of Displacement
Test Conditions
Upper Cetco Bentomat ST
Box (1501)
Lower Subgrade
Box 0)= 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
2 3
10,000 16,000
Test Notes
Shearing occurred at the interface at all stresses.
f
� t�l
V
Specimen No.
Note - Large Disolacement Values Reported for 3.0 inches of Displacement
Test Conditions
Upper Cetco Bentomat ST
Box (1501)
Lower Subgrade
Box 0)= 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
2 3
10,000 16,000
Test Notes
Shearing occurred at the interface at all stresses.
f
� t�l
V
Specimen No.
2 3
10,000 16,000
Test Notes
Shearing occurred at the interface at all stresses.
f
� t�l
V
Specimen No.
-
1
Page 1 of 1
The testing herein Is based upon =[ plrb industry practice m well as the teal method listed. Test results rnportnol herein do nol opply to samples whm than those tested. TRI neittwr sorapl% responsibility
I.,
nor makes claim as to the final unr_•.ind purpose of the malminl. TRI observes and maintains client con}Idsntintity. TRI limits ropcClrclion of Ihie report, except in lull, without prior npprowrl of TRI.
TRI ENVIRONMENTAL, INC.
9063 BCE CAVES RD. — AuSTIN, TX 7B733 — USA I PH: B00.B80.TEST OR 51 2.263.2101

L /5a.�%r?,I,
TRI
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
ZAM Austin, TX -USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China iao Paulo, Brazil lannesburg- Africa
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
o Peak o Large Displacement
I~ 15.000
in
n
rn
to
10,000
to
5,000
0 i I
0 5,000 10,000 15,000
Normal Stress (psf)
8,000
7,000
6,000
U
a 5,000
co
m 4,000
3,000
U)
2,000
1,000
0
0
20,000
0.5 1 1.5 2 2.5 3
Displacement (inches)
Test Results, Linear Regression
Mohr -Coulomb
Peak
Large
Parameters
Displacement
Friction Angle
Degrees
23.2
Negative Intercept
Refer to per-
normal -stress
Y-intercept
or Adhesion
psf
323
secant angles
Minimum
Degrees
24.2
21.0
Secant Angle
Note - Large Displacement Values Reported for 3.0 inches of Displacement
Test Conditions
Upper
Cetco Bentomat ST
Box
(1501)
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 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
psf
2,487
4,581
7,205
Secant Angle
deg.
1 26.4
24.6
24.2
Large
Displacement
Shear Stress
psf
2,155
3,838
7,162
Secant Angle
deg.
23.3
1 21.0
1 24.1
Page 9 of 1
the irmlrn halydn Is based upon accepted Industry practice as well as the test method listed. Teat results reported herein do not apply to samplop other than those tested TRI neither accepts responsibility
Ivr rwr mo err claim nr. le pte list use nrw purpose of the material. TRI obeemes and maintains client conlidentiallty. TRI limits reproduction of Thin Icpori, except in lull, without prior approval of TRI
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA i PH: BOO.BBO.TEST OR 51 2.263.21 01

TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
4&Austin, TX- USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhc nesburg-Africa
ENVIRONMENTAL
Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243)
Client: Oasis TRI Log #: 54814-3
Project: Anson Landfill Richard S. Lacey, P.E. 5/6/2020
Analysis & Quality Review/Date
Cetco Bentomat ST (1501) vs.
Skaps TXGM 60mi1 HDPE (3112004270) Shiny u
20.000
C 15.000
to
5 000
0 +
0
9,000
8,000
7,000
c
n 6,000
N
� 5,000
4,000
t 3,000
to
2,000
1,000
0
0
oPeak oLarge Displacement
a,--- - - - ____0
0---
5,000 10,000 15,000
Normal Stress (psf)
5000 nsf -10000 nsf o 16000 psf
0.5 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
Note - Larae Disolacement Values Reported 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
Ibis
56
103
160
Peak
Shear Stress
psf
2,903
51108
8,644
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'
3r
Page 1 of 1
The testing herein is based upon meopled Industry practice as well as the teal 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 taw and purpose of the material. TRI obeemes and maintains client confidentiality. TRI limits reproduction of this report, except in full, wllhoul prior approval of TRI
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES Ro. - AUSTIN. TX 78733 - USA I PH: 800.2813.TEST oR 51 2.263.2101

TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AAustin, TX - USA I CA - USA I SC - USA I 11d Coast - Australia I Suzhou - China a Johannesburg -Africa
ENVIRONMENTAL
Client:
Project:
20 000
15 000
i?
N
V)
910 000
to
(v
U)
5 000
8,000
7,000
6,000
a
U) 5,000
2
4,000
t 3,000
W
2,000
1,000
0
0
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.
S u bg rade
5,000 10,000 15.000
Normal Stress (psf)
5000 psf -10000 psf o 16000 psf
20,000
0.5 1 1.5 2 25 3
Displacement (inches)
Test Results, Linear Regression
Mohr-Uoulomb
Large
Parameters
Peak
Displacement
Friction Angle
Degrees
Negative Intercepts
Refer to per -normal -stress
Y-intercept
or Adhesion
psf
secant angles
Minimum
Degrees
21.5
10.9
Secant Angle
Note - Larae Displacement 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)
Skaps TXGM 60mil HDPE
Floating
(3112004270)
Cetco Bentomat ST (1501)
Lower
Subgrade
Box
0) = 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. GCL interface at 5,000 psf
and 16,000 psf. Shearing occurred at the DSGC vs TXGM .3
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
Top
mils
22
25
24
Height*
Bottom
mils
25
24
24
age J v
The telling herein is
based upon eccupted industry
practice an wail as the teal method listed. Test re-ft raftprtpd herein do not apply to semplos olher than those tested. TRI nekttar acceple responsibility
for nor makes claim
as to the final I and purpose
of the materlul. TRI observes and m ilfflNns client csntldantlslrty. TRI limits
reproduction of Stan rapart, except in full, without prim awimnl of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE
CAVES RD. — AUSTIN, TX 78733 - USA I PH: 800.880.TEST
OR 51 2.263.2101

L� � �cJ� Sew--�-y r✓
4/1-TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
ENVIRONMENTAL
Multi -Layered Interface Friction Test (ASTM D6243 Modified)
Client: Oasis TRI Log #: 54814-2
Project: Anson Landfill Richard S. Lacey, P.E. 5/8/2020
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- Subcrade
20,000
0 Peak
15,000
tlJ
rn 10,000
a�
L
m
5,000
0
0
6,000
5,000
a 4,00
N
3,000
N
� 2,000
1,000
*Large Displacement
5,000 10,000 15,000
Normal Stress (psf)
5000 psf -10000 psf A 16000 psf
20,000
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
20.1
11.2
Y-intercept
psf
77
70
or Adhesion
Minimum
Degrees
20.0
11.4
Secant Angle
Note - Larne Disolacament Values ReDarted 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 60mil 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 TXGM vs. GCL 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
Peak
Shear Stress
psf
1,948
3,648
5,959
Secant Angle
deg.
21.3
20.0
20.4
Large
Displacement
shear Stress
psf
1,072
2,025
3,247
Secant Angle
deg
12.1
11.4
11.5
As
[Asperity Height, Avg. of 5 Meas. mils 24 Page 1 1 25 t7-- �O�rg,�., 7
11. Iv¢trrrl1{{]] 11o1 ¢ln 1¢ lu1¢¢tl l,p¢n a "plLW laduaTiy waotiuo au wall au llln cuuI nIathprl l,¢I W4- Tea! Ii•¢ulla ,¢p011pd Ik•.ci�� dG IIOT ap111yy tD Offln 0a VIH�I ItaIn Ill . U) 1¢d. IIII IMII ¢l accept¢ reoTpR—lblllly
InnF.6 CFa nl M 10111a banl MO Dr.0 pLiq— al Ihp nInI01uN Ir1i �¢{•Iylr+ nn(1 ¢,dn .— ch¢nl cmlyd,rptinllly Till 1i rf,l lfl 191xIX11lC1ifm Of 11np Fa•{1w1, n[¢tl{It In full. rnllwyl lulu ellpryml al TRI.
TRI ENVIRONMENTAL, INC.
906:3 800 CAVES RD. - AUSTIN, TX 78733 USA PH: 600.800 TEST oR 51 2.263.2101

APPENDIX F
GEOMEMBRANE
DOCUMENTATION

Section 1
Subgrade Acceptance Certificates

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 5/13/2020
Panels Installed: P-1 to P-9
Description of Area: 41,255sgfts
FAW o U C
Hallaton Signature Title
QA/QC Signature
GC/Other Title

r
HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 5/14/2020
Panels Installed: P-10 to P-32
Description of Area: 124,127sgfts
PAW 0Bgl�eYa
Hallaton Signature Title
�o 0--
QA/QC Signature Title
GC/Other
Title

s�
HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 5/15/2020
Panels Installed: P-33 to P-38
Description of Area: 27,847sgfts
PI
Hallaton Signature
Cn
QA/QC Signature
06(-5ri
GC/Other Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 7/27/2020
Panels Installed: P-39 to P-49
Description of Area: Liner Installed- 57293 SQ FT
/0vl- 0/1 10 n r 1,, z')
Hallaton Signature '� Title
QA/QC Signature
Title
GC/Other Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 7/28/2020
Panels Installed: P-50 to P-64
Description of Area: Liner installed- 78654.5 SQ FT
Id- 0061ri -
Hallaton Signature Title
-f > (A-e'
QA/QC Signature
Title
GC/Other Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 7/29/2020
Panels Installed: P-65 to P-73
Description of Area: Liner installed- 54120.5 SQ FT
Hallaton Signature Title
QA/QC Signature Title
GC/Other Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 7/31/2020
Panels Installed: P-74 to P-90
Description of Area: Liner installed- 84623.5 SQ FT
rTf 1�p (1\ri I-yJ
Hallaton Signature Title
<; 4
QA/QC Signature
Title
GC/Other Title

HALLATON
ENVIRONMENTAL LININGS
1206 SPARKS ROAD - SPARKS, MD 21152
[phone] - Fax [phone]
Certificate of Subgrade Acceptance
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
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: 8/1/2020
Panels Installed: P-91 to P-114
Description of Area: Liner installed- 42308.5 SQ FT
41 \ J
� N
Hallaton Signature
QA/QC Signature
Title
Title
GC/Other Title

Section 2
Geomembrane Panel Deployment Log

OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
PROJECT # : 204558 OWNER: Waste connections
PROJECT DESCRIPTION : Anson Landfill Q
AS I S ENGINEER: CEC
Phase 3 cell 2 coR `T C,c SER'.'IG ES INSTALLER: Hailaton, Inc.
PROJECT LOCATION: Anson, NC LAYER: PRIMA-1 ht SECONDARY OTHER
DATE: J--~ 29 PAGE# 1
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESSMON.
(mil)
QA
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
19 2
SA
P 3
s'
CoQ
S(�
4 o
23 .;
�' o
IBz
2-
I j
`j by
-5
1 `l 8 I
1
31 1
25,E
3'�t�s
�20
S�
PAGE APPROX. TOTAL (SQ FT): N
DAILY TOTAL (SQ FT):
ACCUMULATED TOTAL (SQ FT):
REVIEWED BY: !�UqeL--O'
DATE: 9 — 2_ 20

OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
PROJECT # : 204558 OWNER: Waste connections
PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC
Phase 3 cell 2 on s "NGIc � INSTALL vn, Inc.
PROJECT LOCATION: Anson, NC LAYER: PR I MARV SECONDARY
DATE:..? - I Z-— zo
OTHER
PAGE#
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESSMON.
(mil)
QA
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
��b
Ins(
��
�►y
2�,�
��q6,,—
�o
S�
i ►j
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z�;
3byz,�
(�d
S A
�
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'T-'A
SA
Sa
60
s"r1
bo
S�
PAGE APPROX. TOTAL (SQ FT): J 00A,
r
DAILY TOTAL (SQ FT):
ACCUMULATED TOTAL (SQ FT):
REVIEWED BY SJq G''Cfj�> (4 b 60� P„�-
DATE: 'g — `?- — 2,6

OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
PROJECT # : 204558 OWNER: Waste connections
PROJECT DESCRIPTION : Anson Landfill Qv
ASIS ENGINEER: CEC
Phase 3 cell 2 INSTALLE on, Inc.
seav�c=s
PROJECT LOCATION: Anson, NC LAYER: RIM IW SECONDARY OTHER
DATE: J — IJ-1-2-0 PAGE#
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESSMON.
(mil)
QA
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
2�
3
`��
38 L7
23.;
96 qq. �;-
w
EA
y10
Tl�
91S
21
23.;
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96
—13
�'9,I
12
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600
sA
P 3
�l I
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33
23;
9 2
60
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sA
PAGE APPROX. TOTAL (SQ FT): 6 6 -) 22-2-�
DAILY TOTAL (SQ FT):
ACCUMULATED TOTAL (SQ FT):
REVIEWEDBY: 5`�C—�� (9—R66rPA"—
DATE: '9 --2- — 2d

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
OWNER: Waste connections
OASIS ENGINEER: CEC
INSTALLER: laton, Inc.
LAYER: PRIMARY SECONDARY
DATE: —
OTHER
PAG E# Lam_
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESSMON.
(mil)
QA
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
22 lq,�
vo
SA
2`n
23;
4?0
SP
3�
I `1 6
12Q
2-1
PAGE APPROX. TOTAL (SQ FT):
DAILY TOTAL (SQ FT): 2' H �/
ACCUMULATED TOTAL (SQ FT):
REVIEWED BY: SA C�e-- dAv_—
DATE: 9 —' - .2a

PROJECT # : 204558
PROJECT DESCRIPTION: Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
OWNER: Waste connections
OASIS ENGINEER:CEC
INSTALLER: H an, Inc.
LAYER: RFMAR SECONDARY
DATE: - zy.
OTHER
PAGE#_
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESSMON.
(mil)
QA
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
R
(90
s�
�yo
s--k 24
0
8�
23,E
2AS
(e0
SA
9
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LI'S
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S (a
PAGE APPROX. TOTAL (SQ FT): J -1 2 q
DAILY TOTAL (SQ FT): J 7 2 q 3
ACCUMULATED TOTAL (SQ FT): & � •
REVIEWED BY : ��� oil �' ✓/L
DATE:

OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
PROJECT # : 204558
OWNER: Waste connections
PROJECT DESCRIPTION : Anson Landfill
OASIS
ENGINEER: CEC
Phase 3 cell
2
se�vc=s
INSTALLER: Hallaton, Inc.
PROJECT LOCATION: Anson, NC
LAYER: RIMAR SECONDARY OTHER
DATE: 2-A lid PAGE#___
'
PANEL
ROLL
AMB
LENGTH
WIDTH
AREA
AVG.
QA
COMMENTS/PANEL LOCATION
#
#
TEMP
APPROX.
APPROX.
APPROX.
THICKNESS
(mil)
MON-
SPECIAL SHAPE
i'30
S'7 2-0
Z
Psi
�2
4-7
40
sq
P 2
`t F
'�
(60
SA
P�
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PAGE APPROX. TOTAL (SQ FT):
62
SO —
DAILY TOTAL (SQ FT): --- REVIEWED BY: ;ACC r
ACCUMULATED TOTAL (SQ FT): — DATE: �— `Z — LO

OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
PROJECT # : 204558
OWNER: Waste connections
PROJECT DESCRIPTION : Anson Landfill
OASIS
ENGINEER: CEC
Phase 3 cell
2
-EWvFcCts
INSTALLER: Hallaton, Inc.
PROJECT LOCATION: Anson, NC
LAYER: PRIMA -I'll SECONDARY OTHER
DATE: `7� ',) 9, — 2,41 PAGE#__::�_
PANEL ROLL AMB
LENGTH
WIDTH
AREA
AVG.
CIA
COMMENTS/PANEL LOCATION
# # TEMP
APPROX.
APPROX.
APPROX.
THICKNESS
(mil)
MON.
SPECIAL SHAPE
62
L4'6
PAGE APPROX. TOTAL (SQ FT):
DAILY TOTAL (SQ FT): g 6J LI ° , REVIEWED BY :
ACCUMULATED TOTAL (SQ FT): 2 �� , 2 `1
DATE: �-2--�

OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
PROJECT #: 204558 OWNER: Waste connections
PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC
Phase 3 cell 2 INSTALLER: Hallaton, Inc.
PROJECT LOCATION: Anson, NC LAYER: PR��,
SECONDARY OTHER
DATE: T -0 PAGE#=
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG,
THICKNESS
(rnif)
QA
MON
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
& 0
SA
�6-?
21
02,;
S
1>69
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i-i�
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'1 3
'=42�
PAGE APPROX. TOTAL (SQ FT): rJ 4 _f 2O -j
DAILY TOTAL (SQ FT) :
ACCUMULATED TOTAL (SQ FT):
REVIEWED BY :']Ec�
DATE: 9 — 2 — 9-4

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
PANEL
ROLL
I
#
#
T
p
o
L4 2 64
19v�
22.J 6
�
OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
OASIS
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: H ton, Inc.
LAYER: SECONDARY OTHER
DATE: "1 — 3 I — 2,0 PAGE#__g__
kMB
LENGTH
WIDTH
AREA
AVG,
QA
COMMENTS/PANEL LOCATION
'EMP
APPROX.
APPROX.
APPROX.
THICKNESS
(mil)
MON.
SPECIAL SHAPE
1 3
1,I o
[�
23 .�
2�r8S
�
Sq
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-5A
2,1
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PAGE APPROX. TOTAL (SQ FT):
DAILY TOTAL (SQ FT):
ACCUMULATED TOTAL (SQ FT):
REVIEWED BY: SJ�CCp
DATE: 6 — 2—

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
PANEL I ROLL
# j #
-1'3
p q,&
(� 2
OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
OWNER: Waste connections
OASIS ENGINEER: CEC
INSTALLER. , Inc.
LAYER: PRIMARY SECONDARY OTHER
DATE: '1 - 3 1 - 2-6 PAGE# i 0
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESS
(mil)
QA
MON.
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
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) 92
23 •�
2 1 �
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23•�
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PAGE APPROX. TOTAL (SQ FT): `L� ) `� L • -�
DAILY TOTAL (SQ FT): b 2 3
ACCUMULATED TOTAL (SQ FT):_
REVIEWED BY : '/4B'0ay' v),
DATE: 3 — Z - 2J

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
OWNER: Waste connections
OASIS ENGINEER: CEC
w.« INSTALLER: ton, Inc.
LAYER: CPRIMARb SECONDARY
DATE: I
OTHER
PAGE# } I
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESS
(mil)
QA
MON.
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
I�y2
912
2
/10
S�
N 2
l Ll d
SS
2a 1
2� .;
61 q,U .
t�t3q
lee
S0
sA
q q
l 1�
y a
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60
S�
LA
q a
3 �
23 ,E
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lQ4
SA
SlI
10102
L-1 26 2
49
12;1._5r-
5A
PAGE APPROX. TOTAL (SQ FT): 3 3 -� (' 99'
DAILY TOTAL (SQ FT):
REVIEWEDBY: SAEc-':�' e43ooil(�%UW
ACCUMULATED TOTAL (SQ FT): - DATE: g —2-. 2�j

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
v_-
ASIS
SEWI✓eC.-s
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: H ton, Inc.
LAYER: PRIMARY SECONDARY OTHER
DATE:_ B — I — 2.a, PAGE#_
PANEL
#
ROLL
#
AMB
TEMP
LENGTH
APPROX.
WIDTH
APPROX.
AREA
APPROX.
AVG.
THICKNESS
(mil)
QA
MON.
COMMENTS/PANEL LOCATION
SPECIAL SHAPE
163
Ll262
13 _ (6,
t4 Z
p W
L4 2 6'2-
16
Ll$
I' t 66
tj z 6, 2
16
2 6 z
9---o
3;
2 .,-
9 2-E—
62
sA
P 1 a
Li Z f? 2
S Z
3 3
2 J�
"� 1 j�
C90
S-A
2
23,s
5A
PAGE APPROX. TOTAL (SQ FT): D a 6
DAILY TOTAL (SQ FT): Lq'2, 3 O 8 J
ACCUMULATED TOTAL (SQ FT):_ 6- 0, 3 2
REVIEWED BY: SA C--C—C> -)J rh
DATE: 9 —2- -- 2-6

HALLATON
ENVIRONMENTAL LININGS
Panel Placement Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
C:3i71
Date
Deployed
Panel No.
Time
Deployed
Panel Location
Roll No.
Width (FT)
Length
(FT)
Area
(SQ FT)
5/13/20
P1
2:05
FLOOR
1292
23.5
368
8648
5/13/20
P2
2:24
FLOOR
1292
23.5
72
1692
5/13/20
P3
2:30
FLOOR
1782
23.5
223
5240.5
5/13/20
P4
2:39
FLOOR
1292
23.5
40
940
5/13/20
P5
2:42
FLOOR
1782
23.5
182
4277
5/13/20
P6
3:00
FLOOR
1782
19
80
1520
5/13/20
P7
3:10
FLOOR
1745
15
100
1500
5/13/20
P8
3:45
FLOOR
1745
23.5
371
8718.5
5/13/20
P9
4:00
FLOOR
1781
23.5
371
8718.5
5/14/20
P10
8:14
FLOOR
1781
23.5
119
2796.5
5/14/20
P11
8:20
FLOOR
1772
23.5
155
3642.5
5/14/20
P12
8:24
FLOOR
1772
23.5
224
5264
5/14/20
P13
8:30
FLOOR
1743
23.5
150
3525
5/14/20
P14
8:35
FLOOR
1743
23.5
344
8084
5/14/20
P15
8:43
FLOOR
1787
23.5
33
775.5
5/14/20
P16
9:20
FLOOR
1787
23.5
379
8906.5
5/14/20
P17
9:30
FLOOR
1787
23.5
72
1692
5/14/20
P18
9:38
FLOOR
1788
23.5
309
7261.5
5/14/20
P19
10:25
FLOOR
1788
23.5
184
4324
5/14/20
P20
10:40
FLOOR
1775
23.5
200
4700
5/14/20
P21
10:46
FLOOR
1775
23.5
295
6932.5
5/14/20
P22
10:53
FLOOR
1785
23.5
89
2091.5
5/14/20
P23
12:50
FLOOR
1785
23.5
387
9094.5
5/14/20
P24
1:06
FLOOR
1783
23.5
387
9094.5
5/14/20
P25
1:49
FLOOR
1783
23.5
98
2303
5/14/20
P26
1:54
FLOOR
1771
23.5
290
6815
5/14/20
P27
2:04
FLOOR
1771
23.5
198
4653
5/14/20
P28
2:09
FLOOR
1790
23.5
192
4512
5/14/20
P29
3:00
FLOOR
1790
23.5
304
7144
5/14/20
P30
3:11
FLOOR
1741
23.5
87
2044.5

HALLATON
ENVIRONMENTAL LININGS
Panel Placement Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
C:3i71
Date
Deployed
Panel No.
Time
Deployed
Panel Location
Roll No.
Width (FT)
Length
(FT)
Area
(SQ FT)
5/14/20
P31
3:16
FLOOR
1741
23.5
393
9235.5
5/14/20
P32
3:23
FLOOR
1744
23.5
393
9235.5
5/15/20
P33
8:10
FLOOR
1744
23.5
97
2279.5
5/15/20
P34
8:15
FLOOR
2257
23.5
297
6979.5
5/15/20
P35
8:20
FLOOR
2257
23.5
184
4324
5/15/20
P36
8:30
FLOOR
1789
23.5
211
4958.5
5/15/20
P37
8:36
FLOOR
1789
23.5
276
6486
5/15/20
P38
8:45
FLOOR
1780
23.5
120
2820
7/27/20
P39
1:05
FLOOR
5726
23.5
401
9423.5
7/27/20
P40
1:25
FLOOR
5726
23.5
88
2068
7/27/20
P41
1:32
FLOOR
5727
23.5
314
7379
7/27/20
P42
2:34
FLOOR
5721
23.5
234
5499
7/27/20
P43
2:06
FLOOR
5727
23.5
167
3924.5
7/27/20
P44
3:15
FLOOR
5721
23.5
257
6039.5
7/27/20
P45
3:40
FLOOR
5715
23.5
153
3595.5
7/27/20
P46
4:05
FLOOR
5715
23.5
320
7520
7/27/20
P47
4:18
FLOOR
5716
23.5
88
2068
7/27/20
P48
4:37
FLOOR
5716
23.5
398
9353
7/27/20
P49
4:50
FLOOR
5720
23.5
18
423
7/28/20
P50
9:45
FLOOR
5720
23.5
417
9799.5
7/28/20
P51
9:57
FLOOR
5720
23.5
47
1104.5
7/28/20
P52
10:10
FLOOR
5718
23.5
370
8695
7/28/20
P53
10:26
FLOOR
5718
23.5
115
2702.5
7/28/20
P54
10:53
FLOOR
5728
23.5
306
7191
7/28/20
P55
11:05
FLOOR
5728
23.5
178
4183
7/28/20
P56
11:15
FLOOR
5729
23.5
245
5757.5
7/28/20
P57
2:28
FLOOR
5729
23.5
241
5663.5
7/28/20
P58
2:40
FLOOR
5730
23.5
182
4277
7/28/20
P59
2:50
FLOOR
5730
23.5
302
7097
7/28/20
P60
3:10
FLOOR
5725
23.5
121
2843.5

HALLATON
ENVIRONMENTAL LININGS
Panel Placement Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
60 mil
Date
Deployed
Panel No.
Time
Deployed
Panel Location
Roll No.
Width (FT)
Length
(FT)
Area
(SQ FT)
7/28/20
P61
3:30
FLOOR
5765
23.5
364
8554
7/28/20
P62
3:40
FLOOR
5717
23.5
50
1175
7/28/20
P63
4:40
FLOOR
5717
23.5
171
4018.5
7/28/20
P64
4:50
FLOOR
5717
23.5
238
5593
7/29/20
P65
9:05
FLOOR
4257
23.5
404
9494
7/29/20
P66
9:20
FLOOR
4257
23.5
85
1997.5
7/29/20
P67
9:30
FLOOR
4260
23.5
315
7402.5
7/29/20
P68
10:55
FLOOR
4260
23.5
178
4183
7/29/20
P69
11:15
FLOOR
4256
23.5
209
4911.5
7/29/20
P70
11:33
FLOOR
4256
23.5
271
6368.5
7/29/20
P71
11:40
FLOOR
1791
23.5
105
2467.5
7/29/20
P72
1:40
FLOOR
1791
23.5
372
8742
7/29/20
P73
2:02
FLOOR
4258
23.5
364
8554
7/31/20
P74
11:00
FLOOR
4250
23.5
110
2585
7/31/20
P75
11:30
FLOOR
1779
23.5
247
5804.5
7/31/20
P76
11:45
FLOOR
1779
23.5
239
5616.5
7/31/20
P77
12:00
FLOOR
4273
23.5
111
2608.5
7/31/20
P78
1:00
FLOOR
4273
23.5
344
8084
7/31/20
P79
1:10
FLOOR
4273
23.5
27
634.5
7/31/20
P80
1:25
FLOOR
4268
23.5
316
7426
7/31/20
P81
2:47
FLOOR
4268
23.5
176
4136
7/31/20
P82
3:21
FLOOR
1793
23.5
163
3830.5
7/31/20
P83
3:50
FLOOR
1793
23.5
333
7825.5
7/31/20
P84
4:10
FLOOR
2256
23.5
318
7473
7/31/20
P85
5:15
FLOOR
2256
23.5
162
3807
7/31/20
P86
5:25
FLOOR
1777
23.5
152
3572
7/31/20
P87
5:55
FLOOR
1777
23.5
307
7214.5
7/31/20
P88
6:30
FLOOR
1784
23.5
301
7073.5
7/31/20
P89
7:10
FLOOR
1784
23.5
182
4277
7/31/20
P90
7:47
FLOOR
1742
23.5
113
2655.5

HALLATON
ENVIRONMENTAL LININGS
Panel Placement Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Project Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
C:3i71
Date
Deployed
Panel No.
Time
Deployed
Panel Location
Roll No.
Width (FT)
Length
(FT)
Area
(SQ FT)
8/1/20
P91
9:25
FLOOR
1742
23.5
292
6862
8/1/20
P92
9:50
FLOOR
1740
23.5
287
6744.5
8/1/20
P93
10:15
FLOOR
1740
23.5
208
4888
8/1/20
P94
1:10
FLOOR
1776
23.5
74
1739
8/1/20
P95
1:23
FLOOR
1776
23.5
189
4441.5
8/1/20
P96
1:30
FLOOR
1776
23.5
28
658
8/1/20
P97
1:40
FLOOR
1776
23.5
120
2820
8/1/20
P98
2:09
FLOOR
4262
23.5
30
705
8/1/20
P99
2:05
FLOOR
1776
23.5
67
1574.5
8/1/20
P100
1:58
FLOOR
4262
23.5
39
916.5
8/1/20
P101
2:25
FLOOR
4262
23.5
52
1222
8/1/20
P102
2:30
FLOOR
4262
23.5
48
1128
8/1/20
P103
2:40
FLOOR
4262
23.5
32
752
8/1/20
P104
2:45
FLOOR
4262
13
21
273
8/1/20
P105
2:49
FLOOR
4262
23.5
48
1128
8/1/20
P106
2:53
FLOOR
4262
23.5
43
1010.5
8/1/20
P107
2:58
FLOOR
4262
23.5
38
893
8/1/20
P108
3:02
FLOOR
4262
23.5
35
822.5
8/1/20
P109
3:10
FLOOR
4262
23.5
34
799
8/1/20
Pilo
3:18
FLOOR
4262
23.5
33
775.5
8/1/20
P111
3:30
FLOOR
1742
23.5
31
728.5
8/1/20
P112
3:35
FLOOR
1742
23.5
29
681.5
8/1/20
P113
3:44
FLOOR
1777
23.5
28
658
8/1/20
P114
3:55
FLOOR
1776
4
22
88
P115
P116
P117
P118
P119
P120

Section 3
Geomembrane Trial Seam Log

OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill OASIS J
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
FUSION WELD EXTRUSION WELD
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: — ( 3 — 2-0 PAGE#
SPEED
WEDGE
PRE
HEAT
BARREL
SET
PEEL VALUE Ibs/inch
SHEER VALUE Ibs/inch
P/F
CIA
MO/jN.
MAT.
TF/TX
ID #
TIME
AMB
TEMP.
MACH.
ID #
WELD
TECH
TF_p
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PASSING CRITERIA
FUSION WELD
PEEL Q ( PPI
SHEARI 12.01 IPPI
EXTRUSION WELD
PEEL MPPI
SHEAR PPI
REVIEWED BY:
DATE: 5-2-20

OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill OASIS
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
ill FUSION WELD EXTRUSION WELD
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: - - I LA — 2A
PAG E# Z
TF/TX
ID #
TIME
AMB
TEMP.
MACH.
ID #
WELD
TECH
SPEED
WEDGE
SET
PRE
HEAT
BARREL
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PEEL VALUE Ibs/inch
SHEER VALUE Ibs/inch
P/F
QA
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MAT.
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PASSING CRITERIA:
FUSION WELD
PEEL q d PPI
SHEAR IIEPPI
REVIEWED BY: 5AEc— ,7�>
DATE: Aw2_2_0
EXTRUSION WELD
PEEL "l I PPI
SHEAR �PPI

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
C OASIS
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: S — 1 -�— — 2�0 PAGE# 3
FUSION WELD
EXTRUSION WELD
TF/TX I
ID #
TIME
AMB
TEMP.
MACH.
ID #
WELD
TECH
SPEED
WEDGE
SET
PRE
HEAT
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SET
PEEL VALUE Ibs/inch
SHEER VALUE Ibs/inch
P/F
CIA
MON.
MAT.
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FUSION WELD
PEEL PPI
SHEAR['q'tt
PPI
REVIEWED BY: S(� EGA t�Q6v1�r.0
DATE:
EXTRUSION WELD
PEEL 1$ PPI
SHEAR 112a IPPI

OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill AS.IS
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
FUSION EXTRUSION WELD
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: T — i 6--'20 PAGE#
TF/TX
ID #
TIME
AMB
TEMP-
MACH.
ID #
WELD
TECH
SPEED
WEDGE
SET
PRE
HEAT
BARREL
SET
PEEL VALUE Ibs/inch
SHEER VALUE Ibs/inch
P/F
CIA
MON.
MAT.
Tt�
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OUTSIDE
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OUTSIDE
PASSING CRITERIA:
FUSION WELD
PEEL I 1 PPI
SHEAR I L+► PPI
REVIEWED BY:. S.AC—CGD
DATE: 9-2— ?,-
EXTRUSION WELD
PEEL 18 PPI
SHEAR jl2 PPI

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
OASIS J
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: �1 _2`I —. ?,'
PA(;Fli J
FUSION WELD
EXTRUSION WELD
TF/TX
TIME
AMB
MACH.
WELD
SPEED
WEDGE
PRE
BARREL
PEEL
VALUE
Ibs/Inch
SHEER
VALUE
lbs/inch
P/F
QA
MAT.
ID#
TEMP.
ID#
TECH
SET
HEAT
SET
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FUSION WELD
PEEL f 9 0 PPI
SHEAR 1 �PPI
REVIEWED BY : S
DATE : 9 2-2 4 _��
EXTRUSION WELD
PEEL PPI
SHEAR PPi

OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT # : 204558 OWNER: Waste Connections
PROJECT DISCRIPTION : Anson Landfill OASIS ENGINEER: CEC
Phase 3 Cell 2 CONSULTING INSTALLER: Hallaton Ini
SERVICES DATE: 21, Z � PAGE# ` 0
PROJECT LOCATION: Anson, NC
FI ICI(1N WFI n FXTRIIfIf1N WFI
AI
TF/TX
ID #
TIME
AMB
TEMP.
MACH
ID #
WELD
TECH
SPEED
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SET
PRE
HEAT
BARREL
SET
PEEL VALUE Ibs/inch
SHEER VALUE Ibs/inch
P/F
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FUSION MINIMUM PEEL VALUE: 91 FUSION MINIMUM SHEER VALUE: 120
EXTRUSION MINIMUM PEEL VALUE: 78 EXTRUSION MINIMUM SHEER VALUE: 120
REVIEWED BY: Jn&� '�94 ')—,
DATE : �(-Z —ZD IV

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
OASIS
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: U PAGE#
FUSION WELD
EXTRUSION WELD
TF/TX
ID#
TIME
AMB
TEMP.
MACH.
ID#
WELD
TECH
SPEED
WEDGE
SET
PRE I
HEAT
BARREL
SET
PEEL VALUE Ibs/inch
SHEER VALUE Ibs/inch
P/F
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MON.
MAT.
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FUSION WELD
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EXTRUSION WELD
PEEL `l % P P I
SHEAR LILJPPI
REVIEWED BY:
DATE: 9 — 2-- U

OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill OASIS J
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
11 FUSION WELD EXTRUSION WELD
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: "Z -3 0 — 1-6 PAG E#
Be
ML
ARR
B SET EL
PEEL VALUE lbs/inch
I
SHEER VALUE Ibs/inch
Emu
--
MENOMONEE!
mmmmMMSEMMEMMEM
ommommomm
mmmmmmmmmmEMMEMMEM
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mmmmmm
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101
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PASSING CRITERIA:
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DATE: , , 2— ?.a
EXTRUSION WELD
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SHEAR �PPI

PROJECT# : 204558
PROJECT DISCRIPTION : Anson Landfill
OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
Ir
OWNER: Waste connections
ASI.S ENGINEER: CEC
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DATE : A -w ?_ - zy
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PEEL P P I
SHEAR A Z PPI

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
OASIS
FUSION WELDI
EXTRUSION WELD
TF/TX
ID #
TIME
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DATE :--6 - 2-_2,,)
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OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: 9 - 4 -- 2.6 PAGE# 10
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OASIS CONSULTING SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill OASIS
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
11 FUSION WELD EXTRUSION WELD
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: 9 — - 2,o PAGE#
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DATE: 9-3- ad,
EXTRUSION WELD
PEEL l -7SPPI
SHEAR 12.E PPI

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
1
5/13/20
2:20
65
M#52
OC
860/500
110
117
119
123
128
186
194
189
192
195
P
PB
SM/SM
123
127
126
125
128
2
5/3/20
2:35
65
M#55
GR
860/400
123
151
144
139
126
171
170
190
175
175
P
PB
TX/TX
130
142
143
147
148
3
5/13/20
2:30
65
M#55
GR
860/500
117
121
124
124
123
190
197
189
197
194
P
PB
SM/SM
122
119
141
120
124
4
5/13/20
2:26
65
M#52
OC
860/400
138
143
146
139
161
182
186
177
181
181
P
PB
TX/TX
147
143
155
147
139
5
5/14/20
7:35
55
M#52
OC
860/500
126
129
123
129
130
192
197
193
192
198
P
PB
SM/SM
147
141
126
141
132
6
5/14/20
7:40
55
M#55
GR
860/400
147
136
139
150
148
183
193
185
196
193
P
PB
TX/TX
140
157
152
147
140
7
5/14/20
7:45
55
M#55
GR
860/500
122
131
123
135
125
186
188
190
194
190
P
PB
SM/SM
127
147
131
122
130
8
5/14/20
7:38
55
M#52
OC
860/400
149
150
145
135
130
190
200
189
197
195
P
PB
TX/TX
152
148
139
143
152
9
5/14/20
12:50
77
M#55
GR
860/500
112
113
117
117
125
180
179
172
172
180
P
PB
SM/SM
126
129
123
136
126
10
5/14/20
12:53
77
M#52
OC
860/400
154
145
148
146
135
168
178
169
158
150
P
PB
TX/TX
125
142
149
131
138
11
5/14/20
12:50
77
M#52
OC
860/500
117
119
125
120
118
170
168
169
167
167
P
PB
SM/SM
115
128
1 129
121
130
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
12
5/14/20
12:55
77
M#55
GR
860/400
149
141
148
145
155
158
164
165
174
160
P
PB
TX/TX
153
148
145
146
150
13
5/15/20
7:15
60
M#55
GR
860/500
114
125
113
122
121
168
180
175
170
170
P
PB
SM/SM
118
121
120
115
116
14
5/15/20
7:16
60
M#52
OC
860/500
124
118
119
124
126
179
175
174
179
181
P
PB
SM/SM
112
130
121
110
117
15
5/15/20
7:17
60
M#55
GR
860/400
132
135
120
123
133
180
179
176
176
175
P
PB
TX/TX
122
129
126
138
124
16
5/15/20
9:20
72
X-28
RO
550/550
138
141
148
145
136
155
156
154
149
150
P
PB
TX/TX
17
5/15/20
9:50
72
X-29
AB
550/550
143
138
129
126
127
145
146
150
142
142
P
PB
TX/TX
18
5/15/20
12:45
78
X-29
AB
550/550
137
138
140
129
132
158
152
156
144
147
P
PB
TX/TX
19
5/15/20
12:45
78
X-28
RO
550/550
138
129
128
125
143
149
150
152
153
152
P
PB
TX/TX
20
5/18/20
7:26
64
X-28
RO
550/550
115
132
126
129
126
189
179
180
187
187
P
PB
TX/TX
21
7/27/20
1:00
94
M39
JL
860/550
128
126
123
127
126
165
170
172
172
170
P
AA
SM/SM
119
124
125
123
128
22
7/27/20
1:05
94
M48
EM
860/600
115
111
116
109
115
153
152
157
163
170
P
AA
SM/SM
118
111
115
113
116
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 2

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
23
7/27/20
1:15
94
M50
CE
860/600
112
121
113
117
110
146
146
169
172
164
P
AA
SM/SM
121
123
130
114
122
24
7/27/20
1:32
94
M46
DS
860/600
119
117
130
124
123
156
169
160
170
171
P
AA
SM/SM
122
120
130
128
122
25
7/27/20
1:06
94
M39
JL
860/450
135
138
144
141
141
156
154
162
169
159
P
AA
TX/TX
138
137
138
140
139
26
7/27/20
1:34
94
M46
DS
860/500
129
122
128
130
125
146
139
150
152
149
P
AA
TX/TX
129
116
119
122
129
27
7/27/20
1:20
94
M50
CE
860/550
131
128
138
131
122
145
143
147
148
152
P
AA
TX/TX
135
131
139
123
137
28
7/28/20
9:20
84
M39
JL
860/500
122
120
119
115
112
139
142
145
138
150
P
AA
SM/SM
130
117
129
118
123
29
7/28/20
9:27
84
M46
DS
860/600
123
119
127
132
118
146
150
148
150
154
P
AA
SM/SM
114
126
130
119
126
30
7/28/20
9:28
84
M48
EM
860/600
112
122
120
118
127
144
145
152
149
150
P
AA
SM/SM
129
119
118
119
126
31
7/28/20
9:27
84
M39
JL
860/450
119
129
122
128
129
136
140
139
137
142
P
AA
TX/TX
129
122
119
118
128
32
7/28/20
9:30
84
M48
EM
860/500
117
123
129
119
122
146
150
149
153
155
P
AA
TX/TX
129
118
129
124
118
33
7/28/20
9:29
84
M46
DS
860/450
119
118
124
130
129
140
138
142
149
138
P
AA
TX/TX
112
120
1 109
117
118
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 3

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
34
7/28/20
1:40
96
M39
JL
860/500
109
112
116
124
120
132
136
137
140
140
P
AA
SM/SM
119
114
122
121
109
35
7/28/20
1:43
96
M39
JL
860/400
110
119
121
124
129
156
158
160
148
151
P
AA
TX/TX
119
128
130
125
119
36
7/28/20
1:39
96
M48
EM
860/550
128
132
36
132
129
145
139
146
150
149
P
AA
SM/SM
121
119
130
129
131
37
7/28/20
1:41
96
M48
EM
860/450
130
125
131
127
129
142
148
136
139
140
P
AA
TX/TX
121
112
122
119
118
38
7/28/20
1:42
96
M46
DS
860/550
120
129
119
114
115
138
140
149
150
159
P
AA
SM/SM
125
118
114
123
122
39
7/28/20
1:39
96
M46
DS
860/450
112
120
122
126
132
144
149
139
143
135
P
AA
TX/TX
109
117
108
115
128
40
7/28/20
5:47
96
X27
00
550/550
130
138
139
128
132
146
142
149
139
140
P
AA
TX/TX
41
7/29/20
9:00
80
M39
JL
860/450
127
128
125
119
126
164
165
153
160
158
P
AA
SM/SM
122
118
121
126
115
42
7/29/20
9:05
80
M39
JL
860/400
119
126
132
122
126
143
142
145
150
148
P
AA
TX/TX
113
128
124
119
118
43
7/29/20
9:00
80
M46
DS
860/550
124
122
129
119
120
146
170
168
156
152
P
AA
SM/SM
126
122
119
118
126
44
7/29/20
9:30
80
M50
CE
860/500
130
123
128
119
126
165
160
158
149
150
P
AA
SM/SM
113
115
1 119
116
122
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 4

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
45
7/29/20
9:35
80
M50
CE
860/450
129
134
128
122
119
154
164
160
158
152
P
AA
TX/TX
129
133
130
129
126
46
7/29/20
1:27
92
M39
JL
860/450
110
105
105
118
110
145
148
139
134
144
P
AA
SM/SM
109
104
104
99
106
47
7/29/20
1:28
92
M46
DS
860/600
110
109
105
115
99
140
148
139
145
136
P
AA
SM/SM
101
110
112
112
118
48
7/29/20
1:26
92
M50
CE
860/550
121
119
109
122
117
139
140
137
135
141
P
AA
SM/SM
110
112
106
108
115
49
7/29/20
1:28
92
M50
CE
860/450
113
104
115
130
123
142
150
148
149
152
P
AA
TX/TX
125
116
121
128
125
50
7/30/20
8:06
75
M48
EM
860/400
139
124
112
119
122
169
164
158
162
159
P
AA
TX/TX
128
132
130
134
130
51
7/30/20
8:05
75
M48
EM
860/500
123
117
128
132
122
177
172
169
174
168
P
AA
SM/SM
125
119
124
128
130
52
7/30/20
8:40
75
X5
JL
550/550
124
124
142
133
135
152
147
154
149
150
P
AA
TX/TX
53
7/30/20
8:48
75
X27
DS
550/550
116
121
129
132
133
148
152
149
154
150
P
AA
TX/TX
54
7/30/20
12:57
84
X27
DS
550/550
127
139
132
141
135
149
152
158
148
144
P
AA
TX/TX
55
7/30/20
12:50
84
X5
JL
550/550
140
139
128
132
135
147
154
150
149
151
P
AA
TX/TX
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 5

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
56
7/30/20
11:00
86
M48
EM
860/500
113
113
118
113
111
155
153
160
151
149
P
AA
SM/SM
115
117
115
115
116
57
7/30/20
11:00
86
M50
CE
860/550
123
119
128
119
113
168
163
162
165
170
P
AA
SM/SM
122
118
114
127
122
58
7/30/20
11:03
86
M48
EM
860/400
131
135
130
129
127
158
156
161
161
165
P
AA
TX/TX
123
125
128
130
122
59
7/30/20
11:05
86
M50
CE
860/450
123
113
112
125
119
145
146
149
152
143
P
AA
TX/TX
115
118
109
118
115
60
7/30/20
11:03
86
M46
DS
860/550
123
122
119
125
120
150
155
144
139
150
P
AA
SM/SM
120
125
119
125
121
61
7/30/20
11:00
86
M46
DS
860/450
123
136
128
132
135
168
170
160
165
169
P
AA
TX/TX
124
119
121
132
137
62
7/30/20
3:50
94
M48
EM
860/550
113
120
115
116
110
143
147
115
150
149
P
AA
SM/SM
108
112
108
105
119
63
7/30/20
3:52
94
M46
DS
860/500
112
115
122
120
115
155
149
139
152
148
P
AA
SM/SM
119
109
110
125
122
64
7/30/20
3:49
94
M50
CE
860/550
122
119
115
123
127
167
160
165
159
152
P
AA
SM/SM
110
113
130
115
119
65
7/30/20
3:51
94
M50
CE
860/550
125
126
123
119
127
158
157
153
161
163
P
AA
TX/TX
118
117
125
129
116
66
7/30/20
3:54
94
M46
DS
860/400
132
130
129
129
125
149
154
148
143
153
P
AA
TX/TX
119
117
1 123
120
114
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 6

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
67
7/30/20
3:53
94
M48
EM
860/450
113
128
132
130
128
159
148
147
155
156
P
AA
TX/TX
119
122
129
131
121
68
7/30/20
6:17
93
M39
JL
860/450
106
109
111
116
114
151
154
152
162
160
P
AA
SM/SM
125
118
116
117
113
69
8/1/20
9:29
83
M46
DS
860/500
125
130
125
135
116
163
157
159
163
160
P
AA
SM/SM
136
132
123
126
127
70
8/1/20
9:55
83
M48
EM
860/500
116
118
116
114
117
169
167
165
169
158
P
AA
SM/SM
116
125
122
119
128
71
8/1/20
9:30
83
M50
CE
860/550
118
118
117
136
117
164
160
164
170
171
P
AA
SM/SM
131
141
129
116
132
72
8/1/20
9:56
83
M48
EM
860/400
143
130
128
141
144
161
168
170
173
158
P
AA
TX/TX
156
147
153
150
147
73
8/1/20
9:27
83
M39
JL
860/400
139
129
130
122
127
152
154
149
157
146
P
AA
TX/TX
131
133
125
131
125
74
8/1/20
9:31
83
M46
DS
860/400
134
130
129
135
127
169
168
153
155
168
P
AA
TX/TX
119
123
122
131
120
75
8/1/20
9:35
83
M50
CE
860/450
128
136
133
125
130
158
163
166
153
152
P
AA
TX/TX
120
125
119
126
134
76
8/1/20
2:57
94
M39
JL
860/450
124
116
121
128
122
149
147
149
153
150
P
AA
TX/TX
119
118
119
120
117
77
8/1/20
2:50
94
M39
JL
860/500
114
120
125
122
117
147
147
149
152
155
P
AA
SM/SM
123
119
115
129
120
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 7

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
cn
Date
Time
a
E
r
a
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
s
U
2
o
w
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
78
8/1/20
2:50
94
M50
CE
860/550
108
101
112
119
115
143
154
159
147
147
P
AA
SM/SM
126
129
132
123
121
79
8/1/20
2:55
94
M50
CE
860/450
121
111
119
126
120
143
142
155
150
148
P
AA
TX/TX
119
119
125
132
130
80
8/1/20
2:59
94
M46
DS
860/500
122
104
109
111
113
146
147
155
156
162
P
AA
SM/SM
123
120
120
119
112
81
8/1/20
2:57
94
M46
DS
860/400
116
128
129
132
133
144
143
149
151
153
P
AA
SM/TX
122
112
125
119
121
82
8/1/20
2:57
94
M48
EM
860/500
124
116
126
126
127
159
158
163
165
160
P
AA
SM/SM
117
125
123
122
118
83
8/1/20
2:54
94
M48
EM
860/400
108
123
114
118
112
145
142
144
145
151
P
AA
TX/TX
123
115
111
109
113
84
8/1/20
4:55
94
X27
DS
550/550
116
132
134
129
131
137
138
141
140
139
P
AA
TX/TX
85
8/1/20
4:57
94
X5
JL
550/550
114
126
120
132
128
150
155
149
149
151
P
AA
TX/TX
86
8/3/20
7:53
75
X27
DS
550/550
114
111
114
119
124
151
159
153
160
149
P
AA
TX/TX
87
8/3/20
8:00
78
X5
JL
550/550
113
114
122
125
117
150
156
151
159
161
P
AA
TX/TX
88
8/4/20
8:01
80
X27
DS
550/550
122
126
125
125
119
144
150
152
149
150
P
AA
TX/TX
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 8

Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Field Trial Seam Log
Material: HDPE
60 mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel. 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
a
Cn
Date
Time
a
E
d
Q
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
Remarks
�,
a
d
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
Peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
89
8/4/20
5:50
87
X27
JL
550/550
129
126
123
119
117
158
164
158
163
160
P
AA
TX/TX
90
8/5/20
8:36
78
X27
DS
550/550
119
125
121
127
129
143
149
149
154
152
P
AA
TX/TX
91
92
93
94
95
96
97
98
99
Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 9

Section 4
Geomembrane Fusion and Extrusion Seam Log

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # 5 2
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
c
PASSING TRIAL SEAMS
NO. TIME TECH ID
OASISOWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: IE;--1- 3 — 2 U
7
I Li ?.a
o C
T-
C_
DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE # ( O ) 0
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
DESTR.
LOCATED
DESTR.
NO.
QA
MON.
REMARKS
•' PASSING - NON
DESTRUCTIVE TESTING
MACH
'SPEED
DIGITALSET
INDICATOR
WEDGE
WEDGE
TEST
DATE
CIA
MON.
P / Y
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ry
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DEFECT NUMBER OR A POINT LOCATION ON A SEAM
REVIEWED BY Qt3bo �.�• ° d JL
DATE : 6- 1 r 2�
PAGE TOTAL: �.
PAGE DESTRUCTIVE LENGTH CARRY-OVER 3 r®
DAILY TOTAL WELDED (FT) 3 IU
DAILY DESTRUCTIVE LENGTH CARRY-OVER
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # S_S
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
OASIS
PASSING TRIAL SEAMS
NO. TIME TECH ID
t (-2
143r
G11
r i- _3
1 N *_�6
(, ►t
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE:
DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE # ( 0 ) 0
PAGE NUMBER: 2
SEAM
NUMBER
*
SEAM SECTION
START * FINISH
POINT * POINT
APPROX.
START
TIME
AMB.
AIR
TEMP
WELD
TECH
MACHINE SETTINGS
APPROX.
LENGTH
WELDED
LENGTH
FROM
PREVIOUS
DESTR.
LOCATED
DESTR.
NO.
QA
MON.
REMARKS
" PASSING - NON
DESTRUCTIVE TESTING
MACH
SPEED
DIGITAL SET
INDICATOR
WEDGE
WEDGE
TEST
DATE
QA
MON.
NE.s
G
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6 3
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DEFECT NUMBER OR A POINT LOCATION ON A SEAM
REVIEWED 8Y
DATE : ! -- ) 6 _ .0
PAGE TOTAL:
PAGE DESTRUCTIVE LENGTH CARRY-OVER I 1 CG
DAILY TOTAL WELDED (FT) (( 0
DAILY DESTRUCTIVE LENGTH CARRY-OVER EHE771
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # 6 2
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
��S�J OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: 'S 'i- 2- 0
PASSING TRIAL SEAMS
NO. TIME TECH ID
DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE #
PAGE NUMBER: 3
SEAM
NUMBER
*
SEAM SECTION
START * FINISH
POINT * POINT
APPROX.
START
TIME
AMB.
AIR
TEMP
WELD
TECH
MACHINE SETTINGS
APPROX.
LENGTH
WELDED
LENGTH
FROM
PREVIOUS
DESTR.
LOCATED
DESTR.
NO.
QA
MON.
REMARKS
- PASSING - NON
DESTRUCTIVE TESTING
MACH
SPEED
DIGITAL SET
INDICATOR
WEDGE
WEDGE
TEST
DATE
QA
MON.
/ P 16
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DATE : .S - It - 2v
PAGE TOTAL;���
PAGE DESTRUCTIVE LENGTH CARRY-OVER TI' j
DAILY TOTAL WELDED (FT)
DAILY DESTRUCTIVE LENGTH CARRY-OVER
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE 4 J J
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
OASIS
PASSING TRIAL SEAMS
NO. TIME TECH ID
z- _ a(
-i qv
61-L
t- (-- 6'
1 2ss
&12.
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: 5-- 10-20
DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE # ( 2 ) P 1 Q
PAGE NUMBER! `I
SFAIVI
NUMBER
*
SEAM SECTION
START FINISH
POINT * POINT
APPROX.
START
TIME
AMB.
AIR
TEMP
WELD
TECH
MACHINE SETTINGS
APPROX.
LENGTH
WELDED
LENGTH
FROM
PREVIOUS
DESTR.
LOCATED
DESTR.
NO.
CIA
MON.
REMARKS
•f PASSING - NON
DESTRUCTIVE TESTING
MACH
SPEED
DIGITALSET
INDICATOR
WEDGE
WEDGE
TEST
DATE
QA
MON.
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DAILY TOTAL WELDED (FT)
DAILY DESTRUCTIVE LENGTH CARRY-OVER
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DATE : S- 16 - 2A

OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
PASSING TRIAL SEAMS
NO. TIME TECH ID
MACHINE # �5 -�
OASIS(c OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: J — l C-( _ 2)
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** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # � 2
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
c
PASSING TRIAL SEAMS
NO. TIME TECH ID
OASIS OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
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PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # J 2
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GEOMEMBRANE FUSION SEAM LOG
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NO. TIME TECH ID
OASIS OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
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—L IL( c'
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DAILY DESTRUCTIVE LENGTH CARRY-OVER
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # J
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
c
PASSING TRIAL SEAMS
NO. TIME TECH ID
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DATE: S- I/ _9d
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** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # 3 Cf
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
c
PASSING TRIAL SEAMS
NO. TIME TECH ID
OASIS OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: l —2-) — ZO
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DAILY TOTAL WELDED (FT) I rL L(
DAILY DESTRUCTIVE LENGTH CARRY-OVER Z 2 2
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # 4
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
OASIS
A� I cJ OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
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MON.
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PAGE DESTRUCTIVE LENGTH CARRY-OVER 6
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** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
PASSING TRIAL SEAMS
NO. TIME TECH ID
1- f--' T2_� v C G
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MACHINE #
OASIS OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: 1— 0 — 20
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PAGE DESTRUCTIVE LENGTH CARRY-OVER
DAILY TOTAL WELDED (FT) f
DAILY DESTRUCTIVE LENGTH CARRY-OVER 1
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
PASSING TRIAL SEAMS
NO. TIME TECH ID
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DATE: 1 ?a— 2 V
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** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE #
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
OASIS OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: ) — 28 -2(j
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PAGE TOTAL:
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DAILY TOTAL WELDED (FT)
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** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # `� v
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
OASIS OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE:
PASSING TRIAL SEAMS
NO. TIME TECH ID
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QA
MON.
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** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACHINE # 3 9
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
c
PASSING TRIAL SEAMS
NO. TIME TECH ID
OWNER: Waste connections OAT
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: �— ZR—c0
'�-
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PROJECT # : 204558
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PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
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PROJECT DISCRIPTION : Anson Landfill
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GEOMEMBRANE FUSION SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill OASIS
Phase 3 Cell 2
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PROJECT DISCRIPTION : Anson Landfill
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GEOMEMBRANE FUSION SEAM LOG
PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
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PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
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PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION : Anson, NC.
MACHINE # L12.
OASIS CONSULTING SERVICES
GEOMEMBRANE FUSION SEAM LOG
OWNER: Waste connections
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PAGE TOTAL: I s-6
PAGE DESTRUCTIVE LENGTH CARRY-OVER 4
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DAILY DESTRUCTIVE LENGTH CARRY-OVER I G
** DATA TO BE COMPLETED BY THE
DATA REVIEWER ONLY.

OASIS CONSULTING SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
PROJECT # • 204558 OWNER: Waste connections
PROJECT DISCRIPTION : Anson Landfill ENGINEER: CEC
Phase 3 Cell 2 INSTALLER: Hallaton, Inc.
PROJECT LOCATION: Anson, NC. OAS �S DATE: 7 " 5' 20 PAGE#
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MACH ID # 2
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#
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DATE:

OASIS CONSULTING SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
PROJECT # : 204558 OWNER: Waste connections
PROJECT DISCRIPTION : Anson Landfill ENGINEER: CEC
Phase 3 Cell 2 c INSTALLER: Hallaton, Inc.
PROJECT LOCATION: Anson, NC. OASIS �S DATE: 7�- 5-2-0 PAGE#
CARRYOVER FROM PAGE # ( ) FT
MACH ID # 2 q
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WELD
TECH
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LENGTH
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#
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PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACH ID # 5
OASIS CONSULTING SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
OASIS
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
DATE: i_2q'_2Es PAGE# 3
CARRY OVER FROM PAGE # ( - ) FT
EXTRUSION SEAMING
VACUUM TESTING
SEAM
SEAM
SECTION
START
AMB
WELD
APPROX
LENGTH
FROM LAST
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LOCATION
QA
NON
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TECH
SEAM SECTION
P/F
CIA
REMARKS
START
FINISH
#
START FINISH
TIME
TEMP
TECH
LENGTH
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OVER
##
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TEST
DATE
ID
I
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303
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DAILY CARRY OVER
-
REVIEWED BY : 5Fl EI;�
DATE: S -�- ?lo

OASIS CONSULTING SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
PROJECT # : 204558 OWNER: Waste connections
PROJECT DISCRIPTION : Anson Landfill ENGINEER: CEC
Phase 3 Cell 2 ec c INSTALLER: Hallaton, Inc.
PROJECT LOCATION: Anson, NC. O /�J I `� DATE: -3 - 2 �- -�c, PAGE# 4
CARRY OVER FROM PAGE # (� ) 3 ° 8 FT
MACH ID #
EXTRUSION SEAMING VACUUM TESTING
SEAM
#
SEAM SECTION
START FINISH
START
TIME
AMB
TEMP
WELD
TECH
APPROX
LENGTH
LENGTH
FROM LAST
DESTRUCTIVE
CARRY
OVER
DESTRUCT
LOCATION
##
CIA
Mont.
NON
DESTR.
TEST
DATE
TECH
ID
SEAM SECTION
P/F
CIA
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REMARKS
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rr X
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DAILY TOTAL WLDED 3
DAILY CARRY OVER 3 9 6
REVIEWED BY: SACgkD
DATE: 9 , 2- `?.d

PROJECT #: 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACH ID # T'j
OASIS CONSULTING SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc.
❑ATE:�2,0 PAGE# J
CARRYOVER FROM PAGE # ( � ) — FT
EXTRUSION SEAMING I VACUUM TESTING
SEAM
#
SEAM SECTION
START FINISH
START
TIME
AMB
TEMP
WELD
TECH
APPROX
LENGTH
LENGTH
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CARRY
OVER
DESTRUCT
LOCATION
#
CIA
Mont.
NON
DESTR.
TEST
DATE
TECH
ID
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P/F
I
QA
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REMARKS
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I
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DAILY TOTAL WLDED
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REVIEWED BY : <1-)C-C--1> A&,b4IJ
DATE: S - 2- -')-a

PROJECT # : 204558
PROJECT DISCRIPTION : Anson Landfill
Phase 3 Cell 2
PROJECT LOCATION: Anson, NC.
MACH ID # 2-1
OASIS CONSULTING SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
OASIS
OWNER: Waste connections
ENGINEER: CEC
INSTALLER: Hallaton, Inc. ff
DATE: 20 PAGE# b
CARRY OVER FROM PAGE # (J ) �"� F7
SEAM SEAM SECTION START AMB WELD
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REVIEWED BY: C-)A'UIC����L
DATE., 6, 2- 2.'o

Project No.
Project Name
Start Date
Project Location
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Seam Destructive Test Log
2011-29919 Material: HDPE
Anson Landfill Phase 3 Cell 2
5/ 13/20
Polkton, NC
60 Mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
Welder ID
Wedge
Extruder
Seam Strength
Pass
Tech
N
o
Location
Date
Removed
Fail
ID
d
S
o
m
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
1
P-1-2
5/15/20
M#52
OC
860/500
108
116
119
108
135
172
166
175
168
170
P
DL
125
135
133
114
115
2
P-4-5
5/15/20
M#55
GR
860/400
123
131
134
129
134
153
156
158
160
155
P
DL
126
146
136
137
140
3
P-1-8
5/15/20
M#55
GR
860/500
133
139
114
113
122
162
172
170
168
169
P
DL
115
124
122
126
123
4
P-8-9
5/15/20
M#52
OC
860/500
115
120
120
118
123
164
169
162
170
172
P
DL
117
124
129
116
122
5
P-11-13
5/15/20
M#55
GR
860/500
131
117
111
122
123
160
171
167
172
170
P
DL
111
117
112
123
125
6
P-9-11
5/15/20
M#52
OC
860/500
127
114
130
124
29
130
161
169
170
172
165
P
DL
127
114
130
124
130
7
P-12-14
5/15/20
M#52
OC
860/500
108
109
118
107
116
159
170
169
168
170
P
DL
124
119
126
105
123
8
P-14-16
5/15/20
M#55
GR
860/500
125
115
109
125
124
161
170
167
169
170
P
DL
119
120
125
121
117
9
P-16-17
5/15/20
M#52
OC
860/500
127
125
118
120
128
164
173
172
170
165
P
DL
106
127
122
122
131
10
P-18-20
5/15/20
M#55
GR
860/500
118
120
109
124
124
158
165
166
158
159
P
DL
112
112
115
120
117
11
P-23-24
5/15/20
M#52
OC
860/500
127
133
129
114
118
170
177
169
172
173
P
DL
116
115
119
136
137

Project No.
Project Name
Start Date
Project Location
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Seam Destructive Test Log
2011-29919 Material: HDPE
Anson Landfill Phase 3 Cell 2
5/ 13/20
Polkton, NC
60 Mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
Welder ID
Wedge
Extruder
Seam Strength
Pass
Tech
N
o
Location
Date
Removed
Fail
ID
d
S
o
m
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
peel
(ppi)
IN/OUT
Shear
(ppi)
;140
2
3
4
5
1
2
3
4
5
12
P-25-26
5/15/20
M#55
GR
860/400
138
124
124
138
157
167
159
159
173
P
DL
3
128
134
141
134
13
P-26-27
5/18/20
M#52
OC
860/500
115
115
115
122
121
179
189
190
192
190
P
PB
120
117
117
110
114
14
P-28-29
5/18/20
M#55
GR
860/500
140
135
142
145
131
195
187
191
198
204
P
PB
163
134
127
126
167
15
P-29-31
5/18/20
M#52
OC
860/500
122
132
142
134
143
195
193
189
191
198
P
PB
147
124
161
134
137
16
P-31-32
5/18/20
M#55
GR
860/500
142
148
138
143
131
190
188
183
191
198
P
PB
124
129
135
119
130
17
P-34-35
5/18/20
M#55
GR
860/500
134
133
136
131
143
189
182
199
189
193
P
PB
163
134
133
141
158
18
P-36-37
5/18/20
M#52
OC
860/500
126
126
128
129
125
196
180
192
195
198
P
PB
128
133
125
123
134
19
P-39/40
7/30/20
M39
JL
860/500
109
125
116
116
119
154
149
152
152
169
P
AA
129
119
129
125
126
20
P-41/43
7/30/20
M50
CE
860/550
119
120
117
131
119
147
151
146
152
146
P
AA
113
119
124
123
124
21
P-38/39
7/30/20
M39
JL
860/500
116
118
119
113
118
155
155
164
167
158
P
AA
128
122
125
127
123
22
P-46/48
7/30/20
M39
JL
860/500
121
112
125
116
122
151
146
154
151
160
P
AA
111
107
111
105
109

Project No.
Project Name
Start Date
Project Location
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Seam Destructive Test Log
2011-29919 Material: HDPE
Anson Landfill Phase 3 Cell 2
5/ 13/20
Polkton, NC
60 Mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
Welder ID
Wedge
Extruder
Seam Strength
Pass
Tech
N
o
Location
Date
Removed
Fail
ID
d
S
o
m
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
23
P-44/46
8/1/20
M50
CE
860/550
130
125
126
155
129
171
171
169
169
170
P
AA
117
129
128
124
128
24
P-50/52
7/30/20
M39
JL
860/550
111
108
112
112
112
158
156
146
159
157
P
AA
117
114
117
114
123
25
P-47/48
7/30/20
M39
JL
860/550
114
120
114
115
128
166
169
155
160
162
P
AA
142
114
124
121
119
26
P-52/54
7/30/20
M48
EM
860/550
117
128
122
120
117
160
161
159
157
163
P
AA
131
120
129
126
120
27
P-56/58
7/30/20
M39
JL
860/550
115
113
120
129
116
153
152
147
168
163
P
AA
120
131
122
125
118
28
P-60/61
7/30/20
M46
DS
860/550
127
115
115
106
119
165
159
163
169
156
P
AA
135
123
118
131
129
29
P-61/64
7/30/20
M48
EM
860/550
132
136
122
139
127
164
167
158
163
161
P
AA
114
117
135
114
123
30
P-48/50
7/30/20
M39
JL
860/500
111
108
118
118
116
153
152
148
156
149
P
AA
117
116
118
121
111
31
P-48/50
7/30/20
M48
EM
850/600
119
123
106
125
129
154
152
152
148
150
P
AA
109
139
118
136
119
32
P-63/65
7/30/20
M39
JL
860/500
126
121
112
113
120
149
150
147
152
156
P
AA
99
1 121
125
125
119
33
P-67/69
7/30/20
M50
CE
850/600
124
112
116
141
107
152
155
153
160
159
P
AA
118
113
118
133
128

Project No.
Project Name
Start Date
Project Location
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Seam Destructive Test Log
2011-29919 Material: HDPE
Anson Landfill Phase 3 Cell 2
5/ 13/20
Polkton, NC
60 Mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
Welder ID
Wedge
Extruder
Seam Strength
Pass
Tech
N
o
Location
Date
Removed
Fail
ID
d
S
o
m
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
peel
(ppi)
IN/OUT
Shear
(ppi)
1
2
3
4
5
1
2
3
4
5
34
P-70/72
7/30/20
M46
DS
860/550
114
115
122
118
124
147
154
153
149
152
P
AA
126
116
131
130
138
35
P-74/75
8/3/20
M46
DS
860/500
130
140
136
123
133
170
171
171
157
159
P
AA
143
134
117
134
142
36
P-74/76
8/3/20
M50
CE
860/500
139
138
129
129
135
160
164
170
177
169
P
AA
149
147
142
141
117
37
P-78/80
8/3/20
M48
EM
860/500
120
124
117
121
120
170
174
177
167
163
P
AA
106
111
117
120
118
38
P-82/83
8/3/20
M48
EM
860/500
128
122
129
134
127
171
172
175
168
170
P
AA
137
138
124
122
125
39
P-83/84
8/3/20
M46
DS
860/500
121
118
127
112
123
168
169
177
170
169
P
AA
129
124
122
121
139
40
P-84/86
8/3/20
M50
CE
860/500
118
111
124
120
120
176
167
175
179
180
P
AA
133
1 34
160
149
137
41
P-85/87
8/3/20
M48
EM
860/500
139
133
136
117
110
169
168
173
175
167
P
AA
125
122
123
125
132
42
P-87/88
8/3/20
M39
JL
860/500
149
142
120
125
126
184
181
178
179
180
P
AA
123
128
139
145
136
43
P-90/91
8/3/20
M50
CE
860/500
123
121
134
137
129
171
171
165
169
169
P
AA
130
123
125
137
138
44
P-93/94
8/3/20
M39
JL
860/450
135
124
116
112
117
160
159
163
170
172
P
AA
105
129
145
137
123

Project No.
Project Name
Start Date
Project Location
HALLATON
ENVIRONMENTAL LININGS
Geomembrane Seam Destructive Test Log
2011-29919 Material: HDPE
Anson Landfill Phase 3 Cell 2
5/ 13/20
Polkton, NC
60 Mil Thickness
Project Seam Requirements
Fusion: Extrusion:
Peel: 91 Peel: 78
Shear: 120 Shear: 120
Tensiometer #: 15
N
o
Location
Date
Removed
Welder ID
Wedge
Extruder
Seam Strength
Pass
Fail
Tech
ID
d
S
o
m
a
O
Temp/
Speed
°F/fpm
(or
%max)
Barrel/
Preheat
OF/OF
peel
(ppi)
IN/OUT
Shear
(ppi)
;125]
2
3
4
5
1
2
3
4
5
DX-1
P-74/76
8/23/20
X27
DS
550/550116
118
123
128
163
162
160
161
158
P
AA
DX-2
P-85/87
8/4/20
X5
JL
550/550
128
134
123
126
126
160
158
159
161
161
P
AA
45
P-95/97
8/4/20
M48
EM
860/500
120
113
114
117
119
159
160
156
156
161
P
AA
114
114
112
124
121
48
49
50
51
52
53
54
55

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
5/13/20
P-5-6
3:47
OC
M#52
860
500
BOS
EOS
80
30
30
4:36
4:41
JG
5/13/20
5/13/20
P-7-6
3:40
GR
M#55
860
400
BOS
EOS
22
30
30
4:35
4:40
JG
5/13/20
5/13/20
P-5-7
3:36
OC
M#52
860
500
BOS
EOS
100
30
30
4:35
4:40
JG
5/13/20
5/13/20
P-4-5
2:50
GR
M#55
860
400
BOS
EOS
23
30
30
4:20
4:25
JG
5/13/20
5/13/20
P-2-4
3:00
GR
M#55
860
500
BOS
EOS
35
30
30
4:26
4:31
JG
5/13/20
5/13/20
P-2-3
2:45
GR
M#55
860
400
BOS
EOS
23.5
30
30
4:28
4:33
JG
5/13/20
5/13/20
P-3-4
3:05
GR
M#55
860
500
BOS
EOS
40
30
30
4:27
4:32
JG
5/13/20
5/13/20
P-3-5
3:10
GR
M#55
860
500
BOS
EOS
182
30
30
4:42
4:47
JG
5/13/20
5/13/20
P-1-3
3:01
OC
M#52
860
500
BOS
EOS
223
30
29
4:45
4:50
JG
5/13/20
5/13/20
P-1-2
2:39
OC
M#52
860
500
BOS
EOS
108
30
30
1 4:46
4:51
JG
5/13/20
5/13/20
P-1-8
3:53
GR
M#55
860
500
BOS
EOS
369
30
30
5:00
5:05
JG
5/13/20
5/13/20
P-8-9
4:10
OC
M#52
860
500
BOS
EOS
371
30
30
4:58
5:03
JG
5/13/20
5/14/20
P-9-11
8:40
OC
M#52
860
500
BOS
EOS
254
30
30
4:15
4:20
JG
5/14/20
5/14/20
P-10-11
8:27
GR
M#55
860
400
BOS
EOS
23.5
30
30
4:14
4:19
JG
5/14/20
5/14/20
P-9-10
8:26
OC
M#52
860
500
BOS
EOS
118
30
30
3:43
3:48
JG
5/14/20
5/14/20
P-10-13
8:48
GR
M#55
860
500
BOS
EOS
119
30
30
3:45
3:50
JG
5/14/20
5/14/20
P-11-13
9:02
GR
M#55
860
500
BOS
EOS
30
30
30
4:19
4:24
JG
5/14/20
5/14/20
P-12-13
8:36
GR
M#55
860
400
BOS
EOS
23.5
30
29
4:22
4:27
JG
5/14/20
5/14/20
P-11-12
9:05
GR
M#55
860
500
BOS
EOS
224
30
30
4:20
4:25
JG
5/14/20
5/14/20
P-12-15
10:00
OC
M#52
860
500
BOS
EOS
32
30
30
4:30
4:35
JG
5/14/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
5/14/20
P-14-15
9:12
OC
M#52
860
400
BOS
EOS
23.5
30
29
4:28
4:33
JG
5/14/20
5/14/20
P-12-14
9:38
OC
M#52
860
500
BOS
EOS
192
30
30
4:23
4:28
JG
5/14/20
5/14/20
P-13-14
9:20
OC
M#52
860
500
BOS
EOS
151
30
30
3:47
3:52
JG
5/14/20
5/14/20
P-14-16
9:35
GR
M#55
860
500
BOS
EOS
345
30
30
3:50
3:55
JG
5/14/20
5/14/20
P-15-16
10:17
GR
M#55
860
500
BOS
EOS
33
30
30
4:27
4:32
JG
5/14/20
5/14/20
P-16-17
10:50
OC
M#52
860
500
BOS
EOS
72
30
30
4:35
4:40
JG
5/14/20
5/14/20
P-17-18
10:23
GR
M#55
860
400
BOS
EOS
23.5
30
30
4:36
4:41
JG
5/14/20
5/14/20
P-16-18
10:12
OC
M#52
860
500
BOS
EOS
308
30
30
3:53
3:58
JG
5/14/20
5/14/20
P-18-19
10:50
GR
M#55
860
500
BOS
EOS
182
30
30
3:55
4:00
JG
5/14/20
5/14/20
P-19-20
10:45
GR
M#55
860
400
BOS
EOS
23.5
30
29
1 4:49
4:54
JG
5/14/20
5/14/20
P-18-20
11:12
GR
M#55
860
500
BOS
EOS
128
30
30
4:50
4:55
JG
5/14/20
5/14/20
P-17-20
11:27
GR
M#55
860
500
BOS
EOS
72
30
30
4:38
4:43
JG
5/14/20
5/14/20
P-20-22
11:44
OC
M#52
860
500
BOS
EOS
89
30
30
4:42
4:47
JG
5/14/20
5/14/20
P-21-22
11:02
OC
M#52
860
400
BOS
EOS
23.5
30
29
4:43
4:48
JG
5/14/20
5/14/20
P-20-21
11:31
OC
M#52
860
500
BOS
EOS
109
30
30
4:51
4:56
JG
5/14/20
5/14/20
P-19-21
11:10
OC
M#52
860
500
BOS
EOS
184
30
30
3:58
4:03
JG
5/14/20
5/14/20
P-21-23
1:00
GR
M#55
860
500
BOS
EOS
295
30
30
4:00
4:05
JG
5/14/20
5/14/20
P-22-23
1:36
GR
M#55
860
500
BOS
EOS
89
30
30
4:44
4:49
JG
5/14/20
5/14/20
P-23-24
1:09
OC
M#52
860
500
BOS
EOS
387
30
30
4:02
4:07
JG
5/14/20
5/14/20
P-24-26
2:18
GR
M#55
860
500
BOS
EOS
290
30
30
4:57
5:02
JG
5/14/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
5/14/20
P-25-26
1:58
GR
M#55
860
400
BOS
EOS
23.5
30
29
4:58
5:03
JG
5/14/20
5/14/20
P-24-25
2:05
GR
M#55
860
500
BOS
EOS
97
30
30
4:05
4:10
JG
5/14/20
5/14/20
P-25-28
2:26
OC
M#52
860
500
BOS
EOS
98
30
30
4:07
4:12
JG
5/14/20
5/14/20
P-26-28
2:38
OC
M#52
860
500
BOS
EOS
190
30
30
4:59
5:04
JG
5/14/20
5/14/20
P-27-28
2:16
OC
M#52
860
400
BOS
EOS
23.5
30
29
5:01
5:06
JG
5/14/20
5/14/20
P-26-27
2:49
OC
M#52
860
500
BOS
EOS
197
30
30
5:00
5:05
JG
5/14/20
5/14/20
P-27-30
3:41
GR
M#55
860
500
BOS
EOS
87
30
30
5:13
5:18
JG
5/14/20
5/14/20
P-29-30
3:15
OC
M#52
860
400
BOS
EOS
23.5
30
30
5:14
5:19
JG
5/14/20
5/14/20
P-27-29
3:29
GR
M#55
860
500
BOS
EOS
108
30
30
5:03
5:08
JG
5/14/20
5/14/20
P-28-29
3:05
GR
M#55
860
500
BOS
EOS
192
30
30
1 4:08
4:13
JG
5/14/20
5/14/20
P-29-31
3:26
OC
M#52
860
500
BOS
EOS
304
30
30
5:06
5:11
JG
5/14/20
5/14/20
P-30-31
4:02
OC
M#52
860
500
BOS
EOS
87
30
30
5:15
5:20
JG
5/14/20
5/14/20
P-31-32
3:55
GR
M#55
860
500
BOS
EOS
393
30
30
5:07
5:12
JG
5/14/20
5/15/20
P-32-34
8:40
OC
M#52
860
500
BOS
EOS
297
30
30
9:40
9:45
JG
5/15/20
5/15/20
P-33-34
8:32
GR
M#55
860
400
BOS
EOS
23.5
30
29
9:15
9:20
JG
5/15/20
5/15/20
P-32-33
8:28
OC
M#52
860
500
BOS
EOS
97
30
30
9:18
9:23
JG
5/15/20
5/15/20
P-33-36
8:55
GR
M#55
860
500
BOS
EOS
98
30
30
9:21
9:26
JG
5/15/20
5/15/20
P-34-36
9:06
GR
M#55
860
500
BOS
EOS
113
30
30
9:37
9:42
JG
5/15/20
5/15/20
P-35-36
8:42
GR
M#55
860
400
BOS
EOS
23.5
30
29
9:48
9:53
JG
5/15/20
5/15/20
P-34-35
9:21
GR
M#55
860
500
BOS
EOS
185
30
30
9:47
9:52
JG
5/15/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
5/15/20
P-35-38
10:16
OC
M#52
860
500
BOS
EOS
120
30
30
1:32
1:37
JG
5/15/20
5/15/20
P-37-38
8:49
GR
M#55
860
400
BOS
EOS
23.5
30
29
10:04
10:09
JG
5/15/20
5/15/20
P-35-37
10:08
OC
M#52
860
500
BOS
EOS
65
30
30
10:21
10:26
JG
5/15/20
5/15/20
P-36-37
9:43
OC
M#52
860
500
BOS
EOS
212
30
30
10:13
10:18
JG
5/15/20
7/27/20
P-38/39
3:42
JL
M39
860
550
BOS
EOS
120
30
30
9:55
10:00
CL
7/30/20
7/27/20
P-39/41
2:13
JL
M39
860
550
BOS
EOS
314
30
29
9:23
9:28
CL
7/30/20
7/27/20
P-37/39
3:06
JL
M39
860
550
BOS
EOS
279
30
30
9:36
9:41
CL
7/30/20
7/27/20
P-40/41
1:55
JL
M39
860
450
BOS
EOS
23
30
29
9:39
9:44
CL
7/30/20
7/27/20
P-39/40
2:02
JL
M39
860
550
BOS
EOS
89
30
29
9:40
9:45
CL
7/30/20
7/27/20
P-40/42
2:50
CE
M50
860
600
BOS
EOS
87
30
30
9:42
9:47
CL
7/30/20
7/27/20
P-41/42
3:05
CE
M50
860
600
BOS
EOS
145
30
29
9:44
9:49
CL
7/30/20
7/27/20
P-42/44
4:05
IDS
M46
860
600
BOS
EOS
234
30
28
9:48
9:53
CL
7/30/20
7/27/20
P-44/46
4:20
CE
M50
860
600
BOS
EOS
257
30
29
2:02
2:07
CL
7/30/20
7/27/20
P-42/43
2:38
IDS
M46
860
500
BOS
EOS
23
30
30
9:51
9:56
CL
7/30/20
7/27/20
P-41/43
3:27
CE
M50
860
600
BOSS
65BOSS
6
30
28
9:20
9:25
CL
7/30/20
7/27/20
P-41/43
3:29
CE
M50
860
600
65BOSS
EOS
167
30
29
9:16
9:21
CL
7/30/20
7/27/20
P-43/44
4:31
IDS
M46
860
600
BOS
EOS
15
30
30
9:58
10:03
CL
7/30/20
7/27/20
P-44/45
3:51
IDS
M46
860
500
BOS
EOS
23
30
30
2:04
2:09
CL
7/30/20
7/27/20
P-43/45
4:32
IDS
M46
860
600
BOS
EOS
153
30
30
9:13
9:18
CL
7/30/20
7/27/20
P-45/46
4:55
CE
M50
860
600
BOSS
EOS
64
30
29
2:01
2:06
CL
7/30/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
7/27/20
P-46/47
4:20
JL
M39
860
400
BOSS
EOS
23
30
30
1:54
1:59
CL
7/30/20
7/27/20
P-45/47
5:11
CE
M50
860
600
BOSS
EOS
89
30
30
9:11
9:16
CL
7/30/20
7/27/20
P-46/48
4:40
JL
M39
860
400
BOSS
EOS
320
30
28
1:51
1:56
CL
7/30/20
7/27/20
P-47/48
5:04
IDS
M46
860
600
BOS
EOS
71
30
29
1:53
1:58
CL
7/30/20
7/27/20
P-48/49
4:59
IDS
M46
860
500
BOS
EOS
23
30
30
1:47
1:52
CL
7/30/20
7/27/20
P-47/49
5:12
IDS
M46
860
600
BOS
EOS
18
30
28
9:09
9:14
CL
7/30/20
7/28/22
P-49/50
7:00
IDS
M46
860
600
BOS
EOS
19
30
29
9:07
9:12
CL
7/30/20
7/28/20
P-48/50
6:12
JL
M39
860
500
BOSS
159'>BOSS
159
30
28
2:07
2:12
CL
7/30/20
7/28/20
P-48/50
6:30
EM
M48
860
550
159'>BOSS
2335BOSS
233
30
29
2:06
2:11
CL
7/30/20
7/28/20
P-48/50
6:30
IDS
M46
860
550
2335BOSS
EOS
392
30
29
1:46
1:51
CL
7/30/20
7/28/20
P-50/52
10:24
JL
M39
860
500
BOSS
EOS
372
30
29
1:39
1:44
CL
7/30/20
7/28/20
P-52/54
10:58
EM
M48
860
600
BOSS
EOS
305
30
30
1:31
1:36
CL
7/30/20
7/28/20
P-51/52
10:15
EM
M48
860
550
BOSS
EOS
23
30
30
1:37
1:42
CL
7/30/20
7/28/20
P-50/51
11:18
JL
M39
860
500
BOSS
EOS
48
30
28
9:04
9:09
CL
7/30/20
7/28/20
P-53/54
10:58
IDS
M46
860
500
BOSS
EOS
23
30
29
1:27
1:32
CL
7/30/20
7/28/20
P-52/53
11:48
EM
M48
860
600
BOSS
EOS
115
30
29
1:34
1:39
CL
7/30/20
7/28/20
P-51/53
12:00
EM
M48
860
600
BOSS
EOS
48
30
29
9:02
9:07
CL
7/30/20
7/28/20
P-53/55
11:50
JL
M39
860
500
BOSS
EOS
116
30
28
8:59
9:04
CL
7/30/20
7/28/20
P-55/57
3:24
JL
M39
860
500
BOSS
EOS
178
30
29
8:55
9:00
CL
7/30/20
7/28/20
P-54/55
11:40
JL
M39
860
500
BOSS
EOS
63
30
28
1:25
1:30
CL
7/30/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
7/28/20
P-55/56
11:32
JL
M39
860
500
BOSS
EOS
23
30
30
1:21
1:26
CL
7/30/20
7/28/20
P-54/56
11:31
IDS
M46
860
500
BOSS
EOS
245
30
29
1:23
1:28
CL
7/30/20
7/28/20
P-56/57
3:15
JL
M39
860
500
BOSS
EOS
62
30
29
1:15
1:20
CL
7/30/20
7/28/20
P-57/58
2:59
IDS
M46
860
500
BOSS
EOS
23
30
30
1:12
1:17
CL
7/30/20
7/28/20
P-56/58
2:47
JL
M39
860
500
BOSS
EOS
182
30
30
1:13
1:18
CL
7/30/20
7/28/20
P-58/60
3:18
EM
M48
860
600
BOSS
EOS
121
30
29
12:47
12:52
CL
7/30/20
7/28/20
P-60/62
4:09
IDS
M46
860
500
BOSS
EOS
50
30
29
1:08
1:13
CL
7/30/20
7/28/20
P-61/62
3:49
IDS
M46
860
500
BOSS
EOS
23
30
30
1:06
1:11
CL
7/30/20
7/28/20
P-60/61
4:17
IDS
M46
860
500
BOSS
EOS
62
30
29
12:43
12:48
CL
7/30/20
7/28/20
P-59/60
3:19
IDS
M46
860
500
BOSS
EOS
23
30
30
1 12:45
12:50
CL
7/30/20
7/28/20
P-58/59
3:39
EM
M48
860
600
BOSS
EOS
58
30
30
12:51
12:56
CL
7/30/20
7/28/20
P-59/61
4:28
IDS
M46
860
500
BOSS
EOS
299
30
29
8:50
8:55
CL
7/30/20
7/28/20
P-57/59
3:50
EM
M48
860
600
BOSS
EOS
241
30
30
8:52
8:57
CL
7/30/20
7/28/20
P-62/64
5:11
EM
M48
860
600
BOSS
EOS
51
30
30
1:03
1:08
CL
7/30/20
7/28/20
P-61/64
5:20
EM
M48
860
600
BOSS
EOS
193
30
29
12:04
12:09
CL
7/30/20
7/28/20
P-63/64
5:02
JL
M39
860
500
BOSS
EOS
23
30
30
8:43
8:48
CL
7/30/20
7/28/20
P-61/63
5:57
EM
M48
860
600
BOSS
EOS
171
30
29
8:45
8:50
CL
7/30/20
7/29/20
P-64/65
9:42
JL
M39
860
450
BOSS
EOS
238
30
30
11:48
11:53
CL
7/30/20
7/29/20
P-65/67
9:55
IDS
M46
860
550
BOSS
EOS
404
30
29
11:45
11:50
CL
7/30/20
7/29/20
P-63/65
10:15
JL
M39
1160
450
BOSS
EOS
172
30
29
8:42
8:47
CL
7/30/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
7/29/20
P-66/67
10:25
CE
M50
860
450
BOSS
EOS
23
30
29
8:30
8:35
CL
7/30/20
7/29/20
P-65/66
11:09
DS
M46
860
550
BOSS
EOS
86
30
30
8:32
8:37
CL
7/30/20
7/29/20
P-66/68
12:05
CE
M50
860
550
BOSS
EOS
85
30
30
8:26
8:31
CL
7/30/20
7/29/20
P-68/70
11:45
DS
M46
860
550
BOSS
EOS
178
30
29
8:17
8:22
CL
7/30/20
7/29/20
P-67/68
11:55
CE
M50
860
550
BOSS
EOS
93
30
29
8:14
8:19
CL
7/30/20
7/29/20
P-68/69
1:27
JL
M39
860
450
BOSS
EOS
23
30
30
8:16
8:21
CL
7/30/20
7/29/20
P-67/69
11:20
CE
M50
860
550
BOSS
EOS
210
30
29
11:42
11:47
CL
7/30/20
7/29/20
P-69/70
12:30
JL
M39
860
500
BOSS
EOS
94
30
30
11:35
11:40
CL
7/30/20
7/29/20
P-70/71
11:45
JL
M39
860
500
BOSS
EOS
23
30
30
11:31
11:36
CL
7/30/20
7/30/20
P-69/EXT-1
11:56
EM
M48
860
400
BOSS
EOS
16
30
29
12:54
12:59
CL
7/30/20
7/30/20
P-71/EXT-1
12:06
EM
M48
860
400
BOSS
EOS
16
30
29
12:55
1:00
CL
7/30/20
7/30/20
P-71/69
1:15
JL
X5
550
550
BOSS
EOS
12
EXTRSUION
EM
7/30/20
7/29/20
P-69/71
12:00
JL
M39
860
500
BOSS
EOS
78
30
29
1 11:39
11:44
CL
7/30/20
7/28/20
P-49/EXST
5:52
00
X27
550
550
BOSS
EOS
13
EXTRSUION
EM
7/30/20
7/28/20
P-47/EXST
5:55
00
X27
550
550
BOSS
EOS
23
EXTRSUION
EM
7/30/20
7/28/20
P-45/EXST
6:03
00
X27
550
550
BOSS
EOS
23
EXTRSUION
EM
7/30/20
7/28/20
P-43/EXST
6:12
00
X27
550
550
BOSS
EOS
23
EXTRSUION
EM
7/30/20
7/28/20
P-41/EXST
6:21
00
X27
550
550
BOSS
EOS
23
EXTRSUION
EM
7/30/20
7/28/20
P-39/EXST
6:33
00
X27
550
550
BOSS
EOS
23
EXTRSUION
EM
7/30/20
7/30/20
P-49/EXST
11:20
DS
X27
550
550
EOS
BOSS
9
EXTRSUION
EM
7/30/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
7/30/20
P-50/EXST
11:05
IDS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-51/EXST
10:41
IDS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-53/EXST
10:22
IDS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-55/EXST
10:11
IDS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-57/EXST
9:59
DS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-59/EXST
12:00
IDS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-61/EXST
9:38
IDS
X27
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-63/EXST
10:17
JL
X5
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-65/EXST
1:00
JL
X5
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-66/EXST
9:42
JL
X5
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-68/EXST
9:30
JL
X5
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-70/EXST
10:54
JL
X5
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-72/EXST
10:45
JL
X5
550
550
EOS
BOSS
23
EXTRSUION
EM
7/30/20
7/30/20
P-71/72
9:05
EM
M48
860
400
BOSS
EOS
105
30
29
11:33
11:38
CL
7/30/20
7/30/20
P-70/72
9:15
EM
M48
860
400
BOSS
EOS
273
30
29
11:28
11:33
CL
7/30/20
7/30/20
P-72/73
10:04
EM
M48
860
500
BOSS
EOS
368
30
30
11:21
11:26
CL
7/30/20
7/31/20
P-73/75
6:42
IDS
M46
860
500
BOSS
EOS
247
30
29
1 7:58
8:03
CL
8/1/20
7/31/20
P-73/74
7:27
IDS
M46
860
500
BOSS
EOS
110
30
29
7:49
7:54
CL
8/1/20
7/31/20
P-74/75
11:50
CE
M46
860
450
BOSS
EOS
23
30
30
7:51
7:56
CL
8/1/20
7/31/20
P-75/77
12:55
CE
M50
860
550
BOSS
EOS
112
30
29
8:05
8:10
CL
8/1/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
7/31/20
P-75/76
1:14
CE
M50
860
550
BOSS
EOS
128
30
28
8:00
8:05
CL
8/1/20
7/31/20
P-74/76
1:38
CE
M50
860
550
BOSS
EOS
111
30
28
7:44
7:49
CL
8/1/20
7/31/20
P-77/78
1:40
IDS
M46
860
550
BOSS
EOS
110
30
29
8:04
8:09
CL
8/1/20
7/31/20
P-76/78
1:55
IDS
M46
860
550
BOSS
EOS
239
30
29
8:01
8:06
CL
8/1/20
7/31/20
P-78/80
12:18
EM
M48
860
500
BOSS
EOS
344
1 30
30
7:40
7:45
CL
8/1/20
7/31/20
P-78/79
2:33
EM
M48
860
500
BOSS
EOS
27
30
29
1 7:34
7:39
CL
8/1/20
7/31/20
P-79/80
1:29
EM
M48
860
450
BOSS
EOS
23
30
30
7:32
7:37
CL
8/1/20
7/31/20
P-80/82
3:50
CE
M50
860
550
BOSS
EOS
164
30
30
7:21
7:26
CL
8/1/20
7/31/20
P-80/81
4:15
CE
M50
860
550
BOSS
EOS
176
30
29
7:24
7:29
CL
8/1/20
7/31/20
P-81/82
3:20
EM
M48
860
450
BOSS
EOS
23
30
30
7:19
7:24
CL
8/1/20
7/31/20
P-79/81
4:25
EM
M48
860
550
BOSS
EOS
27
30
28
7:29
1 7:34
CL
8/1/20
7/31/20
P-82/83
3:55
EM
M48
860
450
BOSS
EOS
163
30
28
7:16
7:21
CL
8/1/20
7/31/20
P-81/83
4:23
EM
M48
860
450
BOSS
EOS
176
30
29
7:12
7:17
CL
8/1/20
7/31/20
P-76/77
12:50
CE
M50
860
550
BOSS
EOS
23
30
30
8:03
8:08
CL
8/1/20
7/31/20
P-83/84
4:33
IDS
M46
860
550
BOSS
EOS
322
30
29
7:48
7:53
CL
8/3/20
7/31/20
P-84/86
5:32
CE
M50
860
550
BOSS
EOS
154
30
29
7:04
7:09
CL
8/1/20
7/31/20
P-84/85
5:55
CE
M50
860
550
BOSS
EOS
161
1 30
30
7:09
7:14
CL
8/1/20
7/31/20
P-85/86
5:30
EM
M48
860
450
BOSS
EOS
23
30
30
7:02
7:07
CL
8/1/20
7/31/20
P-85/87
6:31
EM
M48
860
550
BOSS
EOS
162
30
29
6:58
7:03
CL
8/1/20
7/31/20
P-86/87
6:03
EM
M48
860
550
BOSS
EOS
150
30
28
7:00
7:05
CL
8/1/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
7/31/20
P-87/88
6:38
JL
M39
860
500
BOSS
EOS
305
30
30
7:40
7:45
CL
8/3/20
7/31/20
P-88/89
7:18
EM
M48
860
550
BOSS
EOS
182
30
29
6:39
6:44
CL
8/1/20
7/31/20
P-88/90
7:40
CE
M50
860
550
BOSS
EOS
114
30
30
6:57
7:02
CL
8/1/20
7/31/20
P-89/90
7:43
JL
M39
860
500
BOSS
EOS
23
30
29
6:43
6:48
CL
8/1/20
8/1/20
P-89/91
8:25
CE
M50
860
550
BOSS
EOS
182
1 30
29
6:33
6:38
CL
8/1/20
8/1/20
P-90/91
8:00
CE
M50
860
550
BOSS
EOS
113
30
28
1 6:36
6:41
CL
8/1/20
8/1/20
P-91/92
10:07
IDS
M46
860
550
BOSS
EOS
289
30
30
6:28
6:33
CL
8/1/20
8/1/20
P-92/93
10:27
JL
M39
860
500
BOSS
EOS
208
30
29
6:25
6:30
CL
8/1/20
8/1/20
P-93/104
3:30
IDS
M46
860
550
BOSS
EOS
18
30
28
4:37
4:42
CL
8/1/20
8/1/20
P-103/104
3:01
EM
M48
860
450
BOSS
EOS
21
30
29
9:36
9:41
CL
8/1/20
8/1/20
P-93/103
3:26
IDS
M46
860
450
BOSS
EOS
24
30
30
4:40
1 4:45
CL
8/1/20
8/1/20
P-102/103
3:04
IDS
M46
860
550
BOSS
EOS
47
30
30
4:46
4:51
CL
8/1/20
8/1/20
P-93/102
3:20
IDS
M46
860
400
BOSS
EOS
23
30
29
4:47
4:52
CL
8/1/20
8/1/20
P-101/105
3:00
CE
M50
860
550
BOSS
EOS
51
30
30
4:56
5:01
CL
8/1/20
8/1/20
P-95/105
3:41
CE
M50
860
550
BOSS
EOS
23
30
29
4:57
5:02
CL
8/1/20
8/1/20
P-92/94
1:26
JL
M39
860
500
BOSS
EOS
74
30
30
6:20
6:25
CL
8/1/20
8/1/20
P-93/94
1:17
JL
M39
860
400
BOSS
EOS
23
30
30
6:18
6:23
CL
8/1/20
8/1/20
P-93/95
1:45
CE
M50
860
550
BOSS
495BOSS
49
30
30
5:19
5:24
CL
8/1/20
8/1/20
P-93/95
1:50
CE
M50
860
550
49'>BOSS
EOS
80
30
28
5:20
5:25
CL
8/1/20
8/1/20
P-94/95
2:05
CE
M50
860
550
BOSS
EOS
74
30
29
6:17
6:22
CL
8/1/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
8/1/20
P-105/106
3:15
CE
M50
860
550
BOSS
EOS
47
30
29
5:02
5:07
CL
8/1/20
8/1/20
P-96/106
3:45
IDS
M46
860
450
BOSS
EOS
23
30
30
5:05
5:10
CL
8/1/20
8/1/20
P-95/96
1:53
EM
M48
860
550
BOSS
EOS
47
30
30
5:06
5:11
CL
8/1/20
8/1/20
P-95/97
2:05
EM
M48
860
550
BOSS
EOS
121
30
29
3:18
3:23
CL
8/1/20
8/1/20
P-96/97
1:45
EM
M48
860
450
BOSS
EOS
23
1 30
30
5:13
5:18
CL
8/1/20
8/1/20
P-97/98
2:21
JL
M39
860
500
BOSS
EOS
53
30
29
1 5:15
5:20
CL
8/1/20
8/1/20
P-97/99
2:30
JL
M39
860
500
BOSS
EOS
66
30
30
5:44
5:49
CL
8/1/20
8/1/20
P-98/99
2:14
JL
M39
860
400
BOSS
EOS
23
30
30
5:39
5:44
CL
8/1/20
8/1/20
P-99/100
2:14
IDS
M46
860
550
BOSS
EOS
68
30
29
5:41
5:46
CL
8/1/20
8/1/20
P-106/107
3:03
JL
M39
860
500
BOSS
EOS
40
30
28
5:07
5:12
CL
8/1/20
8/1/20
P-96/107
3:49
IDS
M46
860
450
BOSS
EOS
22
30
28
5:08
1 5:13
CL
8/1/20
8/1/20
P-107/108
3:12
JL
M39
860
500
BOSS
EOS
37
30
29
5:10
5:15
CL
8/1/20
8/1/20
P-98/108
3:54
IDS
M46
860
450
BOSS
EOS
23
30
30
5:11
5:16
CL
8/1/20
8/1/20
P-108/109
3:12
EM
M48
860
550
BOSS
EOS
35
30
29
5:29
5:34
CL
8/1/20
8/1/20
P-98/109
3:58
IDS
M46
860
450
BOSS
EOS
23
30
28
5:31
5:36
CL
8/1/20
8/1/20
P-109/110
3:22
EM
M48
860
550
BOSS
EOS
34
30
29
3:34
3:39
CL
8/1/20
8/1/20
P-98/110
4:02
IDS
M46
860
450
BOSS
EOS
23
30
30
5:36
5:41
CL
8/1/20
8/1/20
P-110/111
3:35
EM
M48
860
550
BOSS
EOS
32
30
28
5:46
5:51
CL
8/1/20
8/1/20
P-100/111
4:06
IDS
M46
860
450
BOSS
EOS
23
30
30
5:48
5:53
CL
8/1/20
8/1/20
P-111/112
3:37
JL
M39
860
500
BOSS
EOS
30
30
30
5:53
5:58
CL
8/1/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
8/1/20
P-100/112
4:10
IDS
M46
860
450
BOSS
EOS
23
30
28
5:54
5:59
CL
8/1/20
8/1/20
P-112/113
3:40
EM
M48
860
550
BOSS
EOS
29
30
29
5:57
6:02
CL
8/1/20
8/1/20
P-100/113
4:14
IDS
M46
860
450
BOSS
EOS
23
30
29
5:58
6:03
CL
8/1/20
8/1/20
P-113/114
3:55
EM
M48
860
450
BOSS
EOS
22
30
28
6:00
6:05
CL
8/1/20
8/1/20
P-100/R-153
2:09
IDS
M46
860
400
BOSS
EOS
5
1 30
28
6:06
6:11
CL
8/1/20
8/1/20
P-113/R-153
2:11
IDS
M46
860
400
BOSS
EOS
5
30
1 28
1 6:04
6:09
CL
8/1/20
8/1/20
P-114/EXST
5:30
JL
X5
550
550
BOSS
EOS
16
EXTRUSION
EM
8/1/20
8/1/20
P-113/EXST
5:45
JL
X5
550
550
BOSS
EOS
6
EXTRUSION
EM
8/1/20
8/1/20
P-100/EXST
5:54
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-99/EXST
6:15
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-97/EXST
6:24
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-95/EXST
6:32
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-94/EXST
6:39
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-92/EXST
6:49
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-91/EXST
7:01
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-89/EXST
7:12
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-88/EXST
7:21
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-87/EXST
7:29
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-85/EXST
7:38
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-84/EXST
7:47
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20

HALLATON
ENVIRONMENTAL LININGS
Seaming and Non Destructive Test Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Start Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness : 60 mil
WELD DATE
SEAM # (P#/P#)
WELD
TIME
TECH
ID
Machine
ID
Machine
Temp
Machine
Speed or
Preheat
Start Point
End Point
Seam
Length
(Feet)
Air Pressure Test or V-Box
PSI
Time
Tech
Date
Start
Finish
Start
Finish
8/1/20
P-83/EXST
7:58
JL
X5
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/420
P-81/EXST
6:10
JL
X27
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/420
P-79/EXST
5:30
JL
X27
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/420
P-78/EXIST
6:47
JL
X27
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/420
P-76/EXST
7:00
JL
X27
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-74/EXST
8:21
IDS
X27
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20
8/1/20
P-73/EXST
8:32
IDS
X27
550
550
BOSS
EOS
23
EXTRUSION
EM
8/1/20

Section 5
Geomembrane Defect, Repair, and Vacuum Test Log

a
PROJECT # : 204558
PROJECT DESCRIPTION: Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
DEFECT
CODE
DEFECT
LOCATION
SEAM, PANEL OR
DEFECT CODE
[DEFECT LOCATION DESCRIPTIC
A
f' i - f
9 S / % > r✓g �1
B
C
D
Cj
►' S F nlC-a1
F
►I _ r3
l�' e( �C�s
G
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P !LI_ I� 1 6
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K
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101.
0' s F N C-as
M
P (D 2
f o G
N
2t'2`i
3S'
P
2/'2(
12'w aE t�E�T
Q
-2C'
R
29
S
;' 2
v' N (rcLs
T
P3 r'�Z
SS' a� n�CaC
W
x
P3b {'3-?
3� �� b� nlc�s
Y
/P� / }� ?
3 p&tilCti iST
DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE
BO - BURNOUT ED - EQUIP. DAMAGE
CO - CHANGE OF OVERLAP EXT - PANEL EXTENTION
CUT - CUT FM - FISHMOUTH
D - DAMAGE FS - FAILED SEAM
CR - CREASE INT - INTERSECTION
DF - FUSION DESTRUCTIVE 10 - INSUFFICIENT OVERLAP
REVIEWED BY:. 5'q eC'�
DATE: S - 20 a 20
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OASIS
DEFECTI DATE
TYPE
REMARKS
OWNER: Wasteconnections
ENGINEER: CEC
INSTALLER: Hallaton Inc,
PAGE#
REPAIR
VACUUM
TEST
DATE
TYPE
APPROX
SIZE
MACH
ID #
WELD
TECH
QA
MON.
DATE
TECH
ID
P/F
-QA
MON.
s-►�
P
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s-1S
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P
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29
A 13
SA
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S-ij
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Az
'T4
s,rY-
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s-1`1
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s-A
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SA
S,1`I
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t'
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r
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2-el
AJ;
SA
s.1-1
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P
sA
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Av
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az
r
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PT - PRESSURE TEST CUT
T - THREE PANEL INTERSECTION
VL - VACCUM LEAK
WR - WRINKLE
WS - WELDER RESTART
OTHER
OTHER
REPAIR TYPES
P - PATCH
C - CAP
IRS - RECONSTRUCTED SEAM
G&W - GRIND AND WELD

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson. NC
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OWNER: Wasteconnections
OASIS ENGINEER: CEC
INSTALLER: Hallaton Inc,
PAGE#
REPAIR
VACUUM
TEST
DEFECT
CODE
DEFECT
LOCATION
DEFECT
TYPE
DATE
REMARKS
DATE
S12E
.T�jpc
MACH
ID #
WELD
TECH
QA
MON.
DATE
TECH
ID
I P/F
QA
MON.
SEAM, PANEL OR
DEFECT CODE
DEFECT LOCATION DESCRIPTION
A
�3�I� /�7j
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3 k 3I
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3 p"k h-v
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PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OWNER: Wasteconnections
OASIS ENGINEER: CEC
INSTALLER: Hallaton Inc,
PAGE# `3
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PROJECT # : 204558
PROJECT DESCRIPTION: Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
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REMARKS
OWNER: Wasteconnections
ENGINEER: CEC
INSTALLER: Hallaton Inc,
PAGE#
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PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROJECT LOCATION: Anson, NC
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OASIS
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PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
DRniCrT I nrATIMI • Ancnn Nr
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OWNER: Wasteconnections
OASIS ENGINEER: CEC
INSTALLER: Hallaton Inc,
PAGE#
REPAIR
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PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROiFCT I CICATICIN • Ancnn NC
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OWNER: Wasteconnections
OASIS ENGINEER: CEC
Ic INSTALLER: Hallaton Inc,
PAGE#
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OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
PROJECT # : 204558
OWNER: Wasteconnections
PROJECT DESCRIPTION : Anson Landfill
OASIS
ENGINEER:
CEC
Phase 3 cell 2
INSTALLER: Hallaton Inc,
PROJECT LOCATION: Anson, NC
PAGE#
REPAIR VACUUM TEST
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TYPES
BO - BURNOUT
ED - EQUIP. DAMAGE
T - THREE PANEL INTERSECTION
P - PATCH
CO - CHANGE OF OVERLAP
EXT - PANEL EXTENTION
VL - VACCUM LEAK
C - CAP
CUT -CUT
FM - FISHMOUTH
WR - WRINKLE
RS - RECONSTRUCTED
SEAM
D - DAMAGE
FS - FAILED SEAM
WS - WELDER RESTART
G&W -
GRIND
AND WELD
CR - CREASE
INT - INTERSECTION
OTHER
DF - FUSION DESTRUCTIVE
10 - INSUFFICIENT OVERLAP
OTHER
REVIEWED BY: SR �w �'Q4iLar�
DATE: .4 2A'

PROJECT # : 204558
PROJECT DESCRIPTION : Anson Landfill
Phase 3 cell 2
PROIFCT I nrATInN - Ancnn- NC
OASIS CONSULTING SERVICES
GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG
OWNER: Wasteconnections
OASIS ENGINEER: CEC
INSTALLER: Hallaton Inc,
PAGE#
REPAIR
VACUUM
TEST
DEFECT
CODE
DEFECT
LOCATION
DEFECT
TYPE
DATE
REMARKS
DATE
TYPE
APPROX
SIZE
MACH
ID #
WELD
TECH
QA
MON.
DATE
TECH
ID
P/F
QA
MON.
SEAM, PANEL OR
DEFECT CODE
DEFECT LOCATION DESCRIPTION
A
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BO-BURNOUT
CO - CHANGE OF OVERLAP
CUT - CUT
D - DAMAGE
CR - CREASE
DF - FUSION DESTRUCTIVE
DX - EXTRUSION DESTRUCTIVE
ED - EQUIP. DAMAGE
EXT - PANEL EXTENTION
FM - FISHMOUTH
FS - FAILED SEAM
INT - INTERSECTION
10 - INSUFFICIENT OVERLAP
REVIEWED BY: 5;rA0-- L-> Atow'Gii- ,
DATE : 9 --1 ?.a
PT - PRESSURE TEST CUT
T - THREE PANEL INTERSECTION
VL - VACCUM LEAK
WR - WRINKLE
WS - WELDER RESTART
OTHER
OTHER
REPAIR TYPES
P - PATCH
C - CAP
RS - RECONSTRUCTED SEAM
G&W - GRIND AND WELD

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
N
O
a
Q
Machine
ID
Repair
Tech
Vacuum Test
Seam #
P / F
Date
1
AT
P-5-6-7
5/15/20
9:24
2x2
X-28
RO
P
5/15/20
2
AT
P-3-4-5
5/15/20
9:30
2x2
X-28
RO
P
5/15/20
3
AT
P-2-3-4
5/15/20
9:33
2x2
X-28
RO
P
5/15/20
4
AT
P-1-2-3
5/15/20
9:36
2x2
X-28
RO
P
5/15/20
5
AT
P-9-10-11
5/15/20
9:40
2x2
X-28
RO
P
5/15/20
6
AT
P-10-11-13
5/15/20
9:45
2x2
X-28
RO
P
5/15/20
7
AT
P-11-12-13
5/15/20
9:50
2x2
X-28
RO
P
5/15/20
8
AT
P-12-13-14
5/15/20
9:56
2x2
X-28
RO
P
5/15/20
9
AT
P-12-14-15
5/15/20
11:27
2x2
X-28
RO
P
5/15/20
10
AT
P-14-15-16
5/15/20
11:23
2x2
X-28
RO
P
5/15/20
11
AT
P-16-17-18
5/15/20
11:19
2x2
X-28
RO
P
5/15/20
12
AT
P-17-18-20
5/15/20
11:13
2x2
X-28
RO
P
5/15/20
13
AT
P-20-21-22
5/15/20
11:10
2x2
X-28
RO
P
5/15/20
14
AT
P-21-22-23
5/15/20
11:05
2x2
X-28
RO
P
5/15/20
15
AT
P-18-19-20
5/15/20
10:00
2x2
X-28
RO
P
5/15/20
16
AT
P-19-20-21
5/15/20
10:05
2x2
X-28
RO
P
5/15/20
17
AT
P-24-25-26
5/15/20
10:10
2x2
X-28
RO
P
5/15/20
18
AT
P-25-26-28
5/15/20
10:15
2x2
X-28
RO
P
5/15/20
19
AT
P-26-27-28
5/15/20
10:40
2x2
X-28
RO
P
5/15/20
20
AT
P-27-28-29
5/15/20
10:50
2x2
X-28
RO
P
5/15/20
21
AT
P-27-29-30
5/15/20
10:59
2x2
X-28
RO
P
5/15/20
22
AT
P-29-30-31
5/15/20
10:55
2x2
X-28
RO
P
5/15/20
23
AT
P-35-37-38
5/15/20
12:00
2x2
X-28
RO
P
5/15/20
24
AT
P-35-36-37
5/15/20
11:55
2x2
X-28
RO
P
5/15/20
25
AT
P-34-35-36
5/15/20
11:50
2x2
X-28
RO
P
5/15/20
26
AT
P-33-34-36
5/15/20
11:35
2x2
X-28
RO
P
5/15/20
27
AT
P-32-33-34
5/15/20
11:40
2x2
X-28
RO
P
5/15/20
28
DF-1
P-1-2,145EOS
5/15/20
2:45
2x6
X-28
RO
P
5/18/20
29
DF-2
P-4-5,95130S
5/15/20
2:55
2x6
X-28
RO
P
5/18/20
30
DF-3
P-1-8,1075EOS
5/15/20
3:20
2x6
X-28
RO
P
5/18/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
y
c
a
Q
Machine
ID
Repair
Tech
Vacuum Test
Seam #
P / F
Date
31
DF-4
P-8-9,625130S
5/15/20
3:32
2x6
X-28
RO
P
5/18/20
32
AT
P-9-11-T-IN
5/15/20
1:30
2x2
X-29
AB
P
5/15/20
33
EE
P-20-T- IN, 115P-22
5/15/20
11:25
2x2
X-29
AB
P
5/15/20
34
EE
P-23-T-IN,10'>P-22
5/15/20
11:04
2x2
X-29
AB
P
5/15/20
35
EE
P-26-T-IN,951P-24
5/15/20
10:41
2x2
X-29
AB
P
5/15/20
36
EE
P-32-T-IN,45P-31
5/15/20
2:16
2x2
X-28
RO
P
5/15/20
37
DF-5
P-11-13,165130S
5/15/20
3:56
2x6
X-28
RO
P
5/18/20
38
DF-6
P-9-11,505130S
5/15/20
4:10
2x6
X-28
RO
P
5/18/20
39
DF-7
P-12-14,105'>BOS
5/15/20
4:23
2x6
X-28
RO
P
5/18/20
40
DF-8
P-14-16,102'>EOS
5/15/20
4:40
2x6
X-28
RO
P
5/18/20
41
DF-9
P-16-17,115130S
5/15/20
4:57
2x6
X-28
RO
P
5/18/20
42
DF-10
P-18-20,30'>EOS
5/15/20
5:04
2x6
X-28
RO
P
5/18/20
43
DF-11
P-23-24,405130S
5/15/20
5:35
2x6
X-28
RO
P
5/18/20
44
DF-12
j P-25-26,65EOS
5/15/20
5:45
2x6
X-28
RO
P
5/18/20
45
DF-13
P-26-27,335130S
5/18/20
7:54
2x6
X-28
RO
P
5/18/20
46
DF-15
P-29-31,22'>EOS
5/18/20
7:50
2x6
X-28
RO
P
5/18/20
47
DF-17
P-34-35,135130S
5/18/20
8:02
2x6
X-28
RO
P
5/18/20
48
DF-14
P-28-29,745130S
5/18/20
8:10
2x6
X-28
RO
P
5/18/20
49
DF-16
P-31-32,575130S
5/18/20
8:17
2x6
X-28
RO
P
5/18/20
50
DF-18
P-36-37,265130S
5/18/20
8:23
2x6
X-28
RO
P
5/18/20
51
CR
P-6-EXIST P-TRH
5/18/20
9:40
10x22
X-28
RO
P
5/18/20
52
AT
P-70/EXSIT/TIE IN
7/30/20
10:54
2x2
X5
JL
P
7/30/20
53
AT
P-70/72/TIE IN
7/30/20
6:10
2x2
X5
JL
P
7/30/20
54
AT
P-68/70/TI E IN
7/30/20
9:23
2x6
X5
JL
P
7/30/20
55
CR
P-68/TIE IN/R-54
7/30/20
9:30
2x6
X5
JL
P
7/30/20
56
AT
P-66/68/TI E IN
7/30/20
9:42
2x2
X5
JL
P
7/30/20
57
CR
P-EXIST 25TIE IN
7/30/20
9:50
2x4
X5
JL
P
7/30/20
58
AT
P-65/66/TI E IN
7/30/20
10:00
2x2
X5
JL
P
7/30/20
59
AT
P-63/65/TIE IN
7/30/20
10:17
2x2
X5
JL
P
7/30/20
60
CAP-1
P-63155BOSS
7/30/20
10:30
2x2
X5
JL
P
7/30/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
co
c
2
CL
Q
Machine
ID
Repair
Tech
Test
Seam #
P / F
Date
61
AT
P-61 /63/TIE IN
7/30/20
9:38
2x2
X27
IDS
P
7/30/20
62
DS-32
P-63/65 50'<EOS
7/30/20
5:56
2x5
X5
JL
P
7/30/20
63
AT
P-65/66/67
7/30/20
5:05
2x2
X5
JL
P
7/30/20
64
AT
P-66/67/68
7/30/20
11:32
2x2
X5
JL
P
7/30/20
65
AT
P-61 /63/64
7/30/20
2:49
2x2
X5
JL
P
7/30/20
66
AT
P-63/64/65
7/30/20
2:45
2x2
X5
JL
P
7/30/20
67
AT
P-67/68/69
7/30/20
1:07
2x2
X5
JL
P
7/30/20
68
MD
P-69 65P-68
7/30/20
1:03
2x2
X5
JL
P
7/30/20
69
AT
P-68/69/70
7/30/20
1:00
2x2
X5
JL
P
7/30/20
70
MD
P-67/691675BOSS
7/30/20
2:15
2x2
X5
JL
P
7/30/20
71
AT
P-69/70/71
7/30/20
12:03
2x2
X5
JL
P
7/30/20
72
MID
P-71 75P-70
7/30/20
11:56
2x2
X5
JL
P
7/30/20
73
AT
P-70/71/72
7/30/20
11:53
2x4
X5
JL
P
7/30/20
74
MID
P-71 85R-72
7/30/20
12:00
2x2
X5
JL
P
7/30/20
75
DS-33
P-67/69 525BOSS
7/30/20
5:40
2x5
X5
JL
P
7/30/20
76
BO
P-69/71305BOSS
7/30/20
7:30
2x2
X5
JL
P
7/30/20
77
AT
P-69/71/EXT-1
7/30/20
1:22
2x2
X5
JL
P
7/30/20
78
AT
P-62/64/EXT-2
7/30/20
1:32
2x2
X5
JL
P
7/30/20
79
AT
P-61 /62/64
7/30/20
1:27
2x2
X5
JL
P
7/30/20
80
AT
P-60/61 /62
7/30/20
1:38
2x2
X5
JL
P
7/30/20
81
DS-29
P-61/64 515BOSS
7/30/20
1:58
2x5
X5
JL
P
7/30/20
82
DS-28
P-60/61325130SS
7/30/20
1:51
2x5
X5
JL
P
7/30/20
83
AT
P-59/60/61
7/30/20
2:01
2x2
X5
JL
P
7/30/20
84
AT
P-58/59/60
7/30/20
2:07
2x2
X5
JL
P
7/30/20
85
DS-27
P-56/581085BOSS
7/30/20
3:07
2x5
X5
JL
P
7/30/20
86
AT
P-57/58/59
7/30/20
2:54
2x2
X5
JL
P
7/30/20
87
AT
P-56/57/58
7/30/20
2:58
2x2
X5
JL
P
7/30/20
88
AT
P-55/56/57
7/30/20
2:02
2x2
X27
IDS
P
7/30/20
89
MD
P-56 25P-55
7/30/20
5:00
2x2
X5
JL
P
7/30/20
90
AT
P-54/55/56
7/30/20
1:58
2x2
X27
IDS
P
7/30/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
co
c
c
Q
Machine
ID
Repair
Tech
Test
Seam #
P / F
Date
91
AT
P-52/53/54
7/30/20
2:45
2x2
X27
DS
P
7/30/20
92
AT
P-53/54/55
7/30/20
2:05
2x2
X27
DS
P
7/30/20
93
BO
P-65/Tl95BOSS
7/30/20
6:05
2x2
X5
JL
P
7/30/20
94
CAP-2
P-61/63/EXSIT
7/30/20
6:05
2X22
X27
DS
P
7/30/20
95
CAP-3
P-59/61/EXST
7/30/20
5:50
2x22
X27
DS
P
7/30/20
96
CAP-4
P-57/59/EXST
7/30/20
6:10
2x22
X27
DS
P
7/30/20
97
CAP-5
P-55/57/EXST
7/30/20
6:00
2x20
X27
DS
P
7/30/20
98
AT
P-53/55/EXST
7/30/20
10:22
2x2
X27
DS
P
7/30/20
99
AT
P-51/53/EXST
7/30/20
10:41
2x2
X27
DS
P
7/30/20
100
AT
P-50/51/EXST
7/30/20
11:05
2x2
X27
DS
P
7/30/20
101
AT
P-50/TI/EXST
7/30/20
11:31
2x2
X27
DS
P
7/30/20
102
AT
P-49/50/EXST
7/30/20
11:24
2x3
X27
DS
P
7/30/20
103
AT
P-47/49/EXST
7/30/20
1:05
2x2
X27
DS
P
7/30/20
104
AT
P-45/47/EXST
7/30/20
1:10
2x2
X27
DS
P
7/30/20
105
AT
P-43/45/EXST
7/30/20
1:15
2x2
X27
DS
P
7/30/20
106
AT
P-41/43/EXST
7/30/20
1:19
2x2
X27
DS
P
7/30/20
107
AT
P-39/41/EXST
7/30/20
1:24
2x2
X27
DS
P
7/30/20
108
AT
P-38/39/EXST
7/30/20
1:34
2x2
X27
DS
P
7/30/20
109
AT
P-47/48/49
7/30/20
3:19
2x2
X27
DS
P
7/30/20
110
AT
P-48/49/50
7/30/20
3:14
2x2
X27
DS
P
7/30/20
111
AT
P-51/52/53
7/30/20
2:56
2x2
X27
DS
P
7/30/20
112
AT
P-50/51/52
7/30/20
3:08
2x2
X27
DS
P
7/30/20
113
DS-31
P-48/50 3265BOSS
7/30/20
4:04
2x5
X27
DS
P
7/30/20
114
DS-25
P-47/48145BOSS
7/30/20
3:31
2x5
X27
DS
P
7/30/20
115
AT
P-46/47/48
7/30/20
3:39
2x2
X27
DS
P
7/30/20
116
AT
P-45/46/47
7/30/20
3:43
2x2
X27
DS
P
7/30/20
117
AT
P-37/38/39
7/30/20
1:43
2x2
X27
DS
P
7/30/20
118
BO
P-41/43 65BOSS
7/30/20
1:49
2x2
X27
DS
P
7/30/20
119
AT
P-41/42/43
7/30/20
1:52
2x2
X27
DS
P
7/30/20
120
j AT
j P-42/43/44
7/30/20
j 1:55
2x2
X27
DS
j P
j 7/30/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
a)Vacuum
c
c
Q
Machine
ID
Repair
Tech
Test
Seam #
P / F
Date
121
AT
P-43/44/45
7/30/20
4:44
2x2
X5
JL
P
7/30/20
122
AT
P-44/45/46
7/30/20
4:48
2x2
X5
JL
P
7/30/20
123
BO
P-48/50 2335BOSS
7/30/20
4:14
2x4
X27
DS
P
7/30/20
124
DS-24
P-50/52 2535BOSS
7/30/20
4:55
2x5
X5
JL
P
7/30/20
125
BO
P-48/501595BOSS
7/30/20
3:45
2x4
X5
JL
P
7/30/20
126
DS-30
P-48/50 955BOSS
7/30/20
3:27
2x5
X5
JL
P
7/30/20
127
DS-26
P-52/54 595BOSS
7/30/20
3:18
2x5
X5
JL
P
7/30/20
128
DS-22
P-46/481035BOSS
7/30/20
3:40
2x5
X5
JL
P
7/30/20
129
DS-20
P-41/42 1 1'>BOSS
7/30/20
3:54
2x5
X5
JL
P
7/30/20
130
AT
P-40/41 /42
7/30/20
4:00
2x2
X5
JL
P
7/30/20
131
AT
P-39/40/41
7/30/20
4:04
2x2
X5
JL
P
7/30/20
132
DS-19
P-39/4010'<EOS
7/30/20
4:10
2x5
X5
JL
P
7/30/20
133
DS-21
P-37/39 715BOSS
7/30/20
4:17
2x5
X5
JL
P
7/30/20
134
BO
P-42/44 35BOSS
7/30/20
4:20
2x2
X5
JL
P
7/30/20
135
BO
P-44/46 25BOSS
7/30/20
4:28
2x2
X5
JL
P
7/30/20
136
DS-34
P-70/72 475BOSS
7/30/20
5:32
2x5
X5
JL
P
7/30/20
137
AT
P-93/103/104
8/1/20
5:12
2x2
X27
DS
P
8/3/20
138
AT
P-93/102/103
8/1/20
5:17
2x2
X27
DS
P
8/3/20
139
AT
P-93/95/101/102
8/1/20
5:23
2x3
X27
DS
P
8/3/20
140
AT
P-95/101/105
8/1/20
5:29
2x2
X27
DS
P
8/3/20
141
AT
P-95/96/105/106
8/1/20
5:34
2x2
X27
DS
P
8/3/20
142
BO
P-93/95 495BOSS
8/1/20
5:40
2x2
X27
DS
P
8/3/20
143
AT
P-96/106/107
8/1/20
5:45
2x2
X27
DS
P
8/3/20
144
AT
P-96/97/98/107/108
8/1/20
6:00
2x7
X27
DS
P
8/3/20
145
AT
P-95/96/97
8/1/20
5:51
2x2
X27
DS
P
8/3/20
146
AT
P-98/108/109
8/1/20
6:09
2x2
X27
DS
P
8/3/20
147
AT
P-98/109/110
8/1/20
6:15
2x2
X27
DS
P
8/3/20
148
AT
P-98/99/100/110/111
8/1/20
6:22
2x6
X27
DS
P
8/3/20
149
AT
P-97/98/99
8/1/20
6:51
2x2
X27
DS
P
8/3/20
150
AT
P-100/111/112
8/1/20
6:29
2x2
X27
DS
P
8/3/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
c
c
Q
Machine
ID
Repair
Tech
Vacuum Test
Seam #
P / F
Date
151
AT
P-100/112/113
8/1/20
6:37
2x2
X27
DS
P
8/3/20
152
AT
P-1 00/1 13/R-1 53
8/1/20
6:40
2x2
X27
DS
P
8/3/20
153
EXT
P-1 00/1 13/R-1 53
8/1/20
4:19
2x2
X27
DS
P
8/3/20
154
AT
P-1 00/1 13/R-1 53/EXST
8/1/20
6:47
2x2
X27
DS
P
8/3/20
155
AT
P-114/EXST/ TI
8/1/20
5:36
2x2
X5
JL
P
8/3/20
156
AT
P-113/114/EXST
8/3/20
8:17
2x2
X5
JL
P
8/3/20
157
AT
P-99/100/EXST
8/1/20
6:03
2x2
X5
JL
P
8/3/20
158
AT
P-93/94/95
8/1/20
6:58
2x2
X27
DS
P
8/3/20
159
MD
P-94 6'>P-93
8/1/20
7:07
2x2
X27
DS
P
8/3/20
160
AT
P-92/93/94
8/1/20
7:13
2x3
X27
DS
P
8/3/20
161
AT
P-89/90/91
8/1/20
7:10
2x2
X27
DS
P
8/3/20
162
AT
P-88/89/90
8/1/20
7:24
2x2
X27
DS
P
8/3/20
163
AT
P-85/86/87
8/1/20
7:30
2x2
X27
DS
P
8/3/20
164
AT
P-84/85/86
8/1/20
7:32
2x2
X27
DS
P
8/3/20
165
AT
P-81/82/83
8/1/20
7:40
2x2
X27
DS
P
8/3/20
166
AT
P-80/81/82
8/1/20
7:43
2x2
X27
DS
P
8/3/20
167
AT
P-79/80/81
8/1/20
7:47
2x2
X27
DS
P
8/3/20
168
MD
P-80 35P-79
8/1/20
7:51
2x2
X27
DS
P
8/3/20
169
MD
P-80 45R-168
8/1/20
7:54
2x2
X27
DS
P
8/3/20
170
MD
P-80 35R-171
8/1/20
8:02
2x2
X27
DS
P
8/3/20
171
MD
P-80105P-81
8/1/20
7:58
2x2
X27
DS
P
8/3/20
172
MD
P-80 75R-171
8/1/20
8:00
2x2
X27
DS
P
8/3/20
173
AT
P-78/79/80
8/1/20
7:56
2x2
X27
DS
P
8/3/20
174
AT
P-73/74/75
8/1/20
8:06
2x2
X27
DS
P
8/3/20
175
AT
P-74/75/76
8/1/20
8:09
2x2
X27
DS
P
8/3/20
176
AT
P-76/77/78
8/1/20
8:12
2x2
X27
DS
P
8/3/20
177
AT
P-75/76/77
8/1/20
8:14
2x2
X27
DS
P
8/3/20
178
EE
EXST/Tl T>P100
8/3/20
8:23
3x3
X5
JL
P
8/3/20
179
AT
P-97/99/EXST
8/3/20
8:33
2x2
X5
JL
P
8/3/20
180
AT
P-95/97/EXST
8/3/20
8:40
2x2
X5
JL
P
8/3/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
a)Vacuum
c
c
Q
Machine
ID
Repair
Tech
Test
Seam #
P / F
Date
181
AT
P-94/95/EXST
8/3/20
8:45
2x3
X5
JL
P
8/3/20
182
AT
P-92/94/EXST
8/3/20
8:50
2x2
X5
JL
P
8/3/20
183
EE
EXT/ TI 35P-92
8/3/20
9:10
2x2
X5
JL
P
8/3/20
184
AT
P-91 /92/EXST
8/3/20
9:15
2x2
X5
JL
P
8/3/20
185
AT
P-89/91 /EXST
8/3/20
9:25
2x2
X5
JL
P
8/3/20
186
AT
P-88/89/EXST
8/3/20
9:30
2x2
X5
JL
P
8/3/20
187
AT
P-87/88/EXST
8/3/20
9:38
2x2
X5
JL
P
8/3/20
188
AT
P-85/87/EXST
8/3/20
9:42
2x2
X5
JL
P
8/3/20
189
AT
P-84/85/EXST
8/3/20
9:45
2x2
X5
JL
P
8/3/20
190
AT
EXT/Tl35P-84
8/3/20
9:50
2x2
X5
JL
P
8/3/20
191
DS-23
P-44/461795BOSS
8/4/20
8:11
2X5
X27
DS
P
8/4/20
192
DS-35
P-73/74 1 15BOSS
8/3/20
9:52
2X5
X27
DS
P
8/3/20
193
DS-36
P-74/76 295BOSS
8/3/20
9:45
2X5
X27
DS
P
8/3/20
194
DX-1
P-74/76/DS-36
8/4/20
7:27
2x5
X27
JL
P
8/4/20
195
DS-37
P-78/80155BOSS
8/3/20
9:29
2X5
X27
DS
P
8/3/20
196
DS-38
P-82/831395BOSS
8/3/20
9:10
2X5
X27
DS
P
8/3/20
197
DS-39
P-83/84 225BOSS
8/3/20
8:54
2X5
X27
DS
P
8/3/20
198
DS-40
P-84/86 WE5130SS
8/3/20
8:47
2X5
X27
DS
P
8/3/20
199
DS-42
P-87/881305BOSS
8/3/20
9:13
2X5
X27
DS
P
8/3/20
200
DS-43
P-90/9116'<EOS
8/3/20
8:10
2X5
X27
DS
P
8/3/20
201
DS-41
P-85/87 955BOSS
8/3/20
8:30
2X5
X27
DS
P
8/3/20
202
DX-2
P-85/87/DS-41
8/4/20
7:11
2x5
X27
JL
P
8/4/20
203
DS-44
P-93/94125BOSS
8/3/20
8:20
2X5
X27
DS
P
8/3/20
204
DS-45
P-95/97 885BOSS
8/4/20
7:20
2x5
X27
JL
P
8/4/20
205
EE
EXST115R-96
8/4/20
10:54
2x2
X27
DS
P
8/4/20
206
EE
EXST 135R-96
8/4/20
10:56
2x2
X27
DS
P
8/4/20
207
EE
EXST 185R-60
8/4/20
11:15
2x2
X27
DS
P
8/4/20
208
AT
P-81/83/TI
8/4/20
5:55
2x2
X27
JL
P
8/4/20
209
BO
P-81/EXST/ TI
8/4/20
6:00
2x2
X27
JL
P
8/4/20
210
AT
P-79/81/TI
8/4/20
6:10
2x2
X27
JL
P
8/4/20

HALLATON
ENVIRONMENTAL LININGS
Repair Log
Project No.: 2011-29919
Project Name: Anson Landfill Phase 3 Cell 2
Date: 5/13/20
Project Location: Polkton, NC
Material: HDPE
Thickness: 60 mil
Repair #
Defect Code
Defect Location
Repair Date
Repair
Time
d
N_
y
c
c
Q
Machine
ID
Repair
Tech
Vacuum Test
Seam #
P / F
Date
211
BO
EXST 55TI
8/4/20
6:17
2x2
X27
JL
P
8/4/20
212
BO
EXST 35TI
8/4/20
6:24
2x2
X27
JL
P
8/4/20
213
AT
P-78/79/TI
8/4/20
6:30
2x2
X27
JL
P
8/4/20
214
AT
P-76/78/TI
8/4/20
6:47
2x2
X27
JL
P
8/4/20
215
EE
EXST 25TI
8/4/20
6:53
2x2
X27
JL
P
8/4/20
216
AT
P-74/76/TI
8/4/20
7:00
2x2
X27
JL
P
8/4/20
217
AT
P-83/84/TI
8/4/20
7:05
2x2
X27
JL
P
8/4/20
218
EE
EXST 135TI
8/5/20
9:10
2x2
X27
DS
P
8/4/20
219
EE
EXST 45R-53
8/5/20
9:04
2x2
X27
DS
P
8/4/20
220
EE
EXST 115TI
8/5/20
8:57
2x2
X27
DS
P
8/4/20
221
AT
P-72/73/TI
8/5/20
8:51
2x2
X27
DS
P
8/4/20
222
AT
P-73/74/TI
8/5/20
8:45
2x2
X27
DS
P
8/4/20
223
EE
EXST 55TI
8/5/20
8:39
2x2
X27
DS
P
8/4/20
224
EE
EXST 45TI
8/5/20
9:40
2x2
X27
DS
P
8/4/20
225
EE
EXST 75TI
8/5/20
10:08
2x2
X27
DS
P
8/4/20
226
EE
EXST 95R-154
8/5/20
10:11
2x2
X27
DS
P
8/4/20
227
EE
EXST 85R-155
8/5/20
10:30
5x6
X27
DS
P
8/4/20
228
EE
EXST 55TI
8/5/20
10:35
2x2
X27
DS
P
8/4/20
229
230
231
232
233
234
235
236
237
238
239
240

Section 6
Fusion and Extrusion Destructive Sample Test Results

A TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST- AUSTRALIA SUZHOU - CHINA
Date: 2020-05-19
Mail To:
Saeed Abdolpour
Oasis Consultant Services
45 Woodstock St
Roswell, GA, 30043
e-mail:[e-mail]
Dear Mr. Abdolpour,
Bill To:
Oasis Consultant Services
Ju�
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project: Anson LF Phase 3 Cell 2
TRI Job Reference Number: 55984
Material(s) Tested: (18) Heat Fusion Weld Seam(s)
Test(s) Requested: SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD
Adhesion Failure (100% Peel)
BRK
Break in sheeting away from Seam edge.
SE
Break in sheeting at edge of seam.
AD-BRK
Break in sheeting after some adhesion failure - partial peel.
SIP
Separation in the plane of the sheet (leaving the bond intact).
FTB
Film tearing bond (all non "AD" failures).
NON-FTB
100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
c4w�X AlWs,
Jarret Nelson
Project Manager
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
The testing heeln Is based upon aeceplo6 Industry practice as well as the test method listed. Test reaults rvyywwttad herein do riot nppy to samplas olho than those tested. TRI nelibvraccoptc responsibility
for nor makes claim as to the find u;e and purpose of the material. TRI observes and maintains client confidantlnlity. TRI limit; lclx uclion of Ihjt; rcpprt, except in full, without pd;r appnyal of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: BOO.BBO.TEST OR 51 2.263.2101
Page: 1 of 10

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD CDAST - AUSTRALIA I SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
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)
137
132
130
134
131
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)
130
124
127
130
128
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)
195
193
193
192
192
193
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-2 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 (%)
153
143
154
145
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
151
144
164
147
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
180
181
179
179
>50
>50
>50
>50
Peel A
156 150
<5
SE
FTB
Peel B
158 153
<5
SE
FTB
Shear
178 179
>50
Thn ICStt��u, herein is based upon aceeptad Industry practice m wall as the test method listed. Test results reported herein do not upply to sampkt other than those tested. TRI nelttwr ac"plP responsibility
tot nor =as claim as to the final use and purpose of the material. TRI observes and maintains client confldoMmllty. TRI limits tow action or Ihip no port, except in full, without pllor approval of TRI.
TRI ENVIRONMENTAL, INC.
9053 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: SOO.BBO.TEST OR s 1 2.263.2101
Page: 2 of 10

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA
Aiiii -
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
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)
167
139
150
142
148
1.49
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)
128
127
128
127
127
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)
196
196
200
193
194
196
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-4 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
138
139
136
140
139
138
<5
<5
<5
<5
<5
SE
SE
SE
SE
SE
FTB
FTB
FTB
FTB
FTB
Peel B
147
145
136
134
137
140
<5
<5
<5
<5
<5
SE
SE
SE
SE
SE
FTB
FTB
FTB
FTB
FTB
Shear
190
193
198
190
191
192
>50
>50
>50
>50
>50
The teslingg heeln Is based upon accepted Industry practice as well as the test method listed. Test resuita repnRad herein do not eppJ, to samples olhcr than those tested. TRI nelthar acocpla responslblllty
lot nor mac claim as to the final use nml purpose of the material. TRI observes and maintains client oontldenUcllty. TRI Ilmila rep, action of Utis roport, except in full, without prior oppfwal of TRI.
TRI ENVIRONMENTAL, INC.
9053 BEE CAVES RD. — Aus7iN, TX 79733 — USA I PH: BOO.a6O.TEST OR 51 2.263.21 01
Page: 3 of 10

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 LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
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)
133
135
144
134
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
Side: B
Peel B
Peel Strength (ppi)
146
125
134
149
124
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)
190
189
191
186
186
188
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-6 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
161
165
162
163
168
164
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)
152
129
145
133
161
144
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)
197
195
196
192
193
195
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein Is based upon Itcwpletl Industry practice as well as the test method Itcled. Tell resullp rvplmvd herein do rat apply to samplus other than those tested. TRI neither accepts responsibility
for nor makes claim as to the find!use and purpose of the material. TRI observes and malnlains client confldsnfiaiity. TRI Ilmllo Iopt uclion of thin sport, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — UFA I PH: BOO.BBO.TEST DR E,12.263.211131
Page: 4 of 10

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 LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
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)
135
134
134
135
138
135
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
126
128
128
128
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)
187
192
195
188
188
190
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-8 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
140
138
140
142
141
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)
149
145
153
153
150
150
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)
192
191
193
190
190
191
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The keeling herein Is based upon acceplod Industry practice as well as the test method listed. Test resulm mperled herein do not applep to samplos other than those tested. TRI nellher occopla responslblllty
For nor makes claim as to the final me and purpose of the material. TRI observes and maintains client canlidenliallty. TRI Ilmiln raprodI cfion of Shlo report, except in full, without prior opp ow.0 of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7B733 —USA I PH: BOO.BBO.TEST OR 512.253.2101
Page: 5 of 10

WC
TING, RESEARCH, CONSULTING AND FIELD SERVICES
AiiUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA I SUZHDU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-9 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
134
134
132
135
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)
138
129
136
132
139
135
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)
193
194
192
192
189
192
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-10 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 (%)
145
139
148
138
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
142
124
144
125
<5
<5
<5
<5
SE
SE
SE
SE
FTB
FTB
FTB
FTB
185
188
183
181
>50
>50
>50
>50
Peel A
129 140
<5
SE
FTB
Peel B
127 132
<5
SE
FTB
Shear
183 184
>50
7tre lostl herein Is based upon accepted Industry practice as well as the test method listed. Test results reported herein do rrM Opp yy SO sampko of" than those tested. TRI neither aceuptc responelblllty
far nor nukes claim as to the final use and purpose of the material. TRI obeemea and maintains client confident laty. TRI Ilmita roproduetion of thin report, except in full, without poor opproval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTINr TX 78733 — USA I PH: BOD.BBO,TEST OR 51 Z.263.Z 1 01
Page: 6 of 10

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 LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
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)
146
134
143
147
143
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
Side: B
Peel B
Peel Strength (ppi)
140
149
145
140
148
144
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)
197
196
197
195
194
196
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-12 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
136
143
141
152
141
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
Side: B
Peel B
Peel Strength (ppi)
146
151
137
142
142
144
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)
184
181
177
177
177
179
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein Is based upon accepled Industry practice as well as the test method listed. Test reeulto Iepcfted herein do not apply to sampleo outer then those tested. TRI neither accepts responsibility
for nor makes claim as to the final use and purpose of the material. TRI obe—es and maintains client conlidenliality. TRI limits reproduction of Ihis report, except in full, without priorapprovcl of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: SOO.BBO.TEST OR S 1 2.263.21 O 1
Page: 7 of 10

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 LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
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)
132
130
130
126
128
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)
119
126
126
123
125
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)
183
184
187
181
180
183
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-14 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
139
129
141
132
145
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)
156
145
161
155
158
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
Shear
Shear
Shear Strength (ppi)
195
195
194
193
192
194
Shear Elongation @ Break (°/a)
>50
>50
>50
>50
>50
Thy lasting herein Is based upon accepted Industry practice ss wail as the test method Iklea Test results rvporled herein do not apply to sampler ntncn than those tested. TRI nellliar accepts responsibility
Ior nor males claim as to the final use and purpose of the nlatmtol. TRI observes and mamtoins client confi nllolity. TRI limits reproduction of Ibis fepurt, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 76733 — USA I PH: BOO.BBO.TEST OR 51 2.253.21 01
Page: 8 of 10

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SOZHOO - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-15 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
154
140
152
140
142
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)
136
130
135
145
131
135
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)
195
196
199
192
192
195
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-16 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
141
142
147
134
151
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
Side: B
Peel B
Peel Strength (ppi)
129
127
153
126
131
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)
190
192
197
191
191
192
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The to¢tIrnag herein Is based upon acceplud Industry practice as well as the test method listed. Test resullc reppoorted herein do not apply to samples other than those tested. TRI neither accepts responsibility
for nor mnlias claim as to the final use and purpose of the material. TRI observes and maintains client cwfldanlisllty. TRI limits reproduction of 1h1c report, except in full, without prior °pprovai of TRI.
TRI ENVIRONMENTAL, INC.
9053 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: 800.88O.TEST OR 51 2.263.2101
Page: 9 of 10

TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA I SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 50 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 55984
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-17 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
152
143
150
150
154
150
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)
143
166
131
137
132
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
Shear
Shear
Shear Strength (ppi)
191
190
188
186
186
188
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-18 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
138
143
141
145
149
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
Side: B
Peel B
Peel Strength (ppi)
141
137
144
139
145
141
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)
198
198
201
195
197
198
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Tha toslingg herein Is based upon acoepled Industry practice as well as the test method hslod. Test results rcppoortrtad herein do not apply to samples ulha than those tested. TRI nellhor accoptc responsibility
for nor mnkes claim as to the final uaa and purpose of the material. TRI observes and malntolns client conlldontiallty. TRI limits reproduction of lhlc report, except in full, without prior approval of TRI.
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: BOO.BBO.TEST OR 51 2.263.21 01
Page: 10 of 10

TESTING: RESEARCH, CONSULTING AND FIELD SERVICES
AIJ5TIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA
Date: 2020-08-03
Mail To:
Saeed Abdolpour
Oasis Consultant Services
45 Woodstock St
Roswell, GA, 30043
e-mail:[e-mail]
Dear Mr. Abdolpour,
Bill To:
Oasis Consultant Services
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project: Anson LF Phase 3 Cell 2
TRI job Reference Number: 58044
Material(s) Tested: (14) Heat Fusion Weld Seam(s)
Test(s) Requested: SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD Adhesion Failure (100% Peel)
BRK Break in sheeting away from Seam edge.
SE Break in sheeting at edge of seam.
AD-BRK Break in sheeting after some adhesion failure - partial peel.
SIP Separation in the plane of the sheet (leaving the bond intact).
FTB Film tearing bond (all non "AD" failures).
NON-FTB 100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
Kendall Villarreal
Project Manager
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client contldentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
9063 SEE CAVES Ro. — AL1571m. TX 79733 — USA I PH: 900.82O.TEST OR 51 2.263.2 T 01
Page: 1 of 8

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-19 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
135
147
139
136
129
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)
129
153
141
149
154
145
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)
199
195
198
193
198
197
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-20 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
136
133
134
135
138
135
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)
168
166
166
171
170
168
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)
192
190
195
189
192
192
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 2 of 8

Aagi�TESTING? RESEARCH, CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-21 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
144
145
143
148
142
144
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)
143
145
144
134
130
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)
196
189
199
200
197
196
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-22 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
133
133
138
147
137
138
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)
120
122
123
124
126
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)
189
184
195
191
191
190
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Ted, results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 76733 — USA I PM: a00.BSO.TEST oR 51 2.263.2 T 01
Page: 3 of 8

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
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)
133
129
149
139
130
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
Side: B
Peel B
Peel Strength (ppi)
124
121
125
122
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)
190
189
195
196
193
193
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-25 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
139
138
141
143
172
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)
125
126
127
126
127
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)
191
188
197
193
193
192
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 4 of 8

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
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)
143
146
150
141
147
145
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)
139
140
138
135
143
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)
189
189
193
184
187
188
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-27 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
161
138
141
139
151
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)
138
140
160
147
149
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)
192
195
196
196
192
194
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 5 of 8

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-28 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
132
147
145
130
140
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
Side: B
Peel B
Peel Strength (ppi)
133
133
130
132
134
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)
194
194
196
198
200
196
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-29 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
133
134
146
128
147
138
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)
163
138
148
145
164
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)
199
191
195
190
190
193
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 6 of 8

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-30 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
141
137
139
144
147
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)
134
134
129
146
129
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)
196
188
191
185
191
190
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-31 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
151
147
138
148
114
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)
135
142
133
134
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)
190
187
196
193
191
191
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and maintains client conf6dentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — USA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 7 of 8

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58044
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-32 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
145
146
146
146
138
144
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
121
133
129
127
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)
184
183
190
191
189
187
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-33 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
139
152
144
144
141
144
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)
139
135
155
135
154
144
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)
194
196
198
192
191
194
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
9063 CEE CAVES RO. — ALISTIN, TX 76733 — USA I PM: 900.82O.TEST OR S12.263.2101
Page: 8 of 8

TESTING: RESEARCH, CONSULTING AND FIELD SERVICES
AIJ5TIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA
Date: 2020-08-06
Mail To:
Saeed Abdolpour
Oasis Consultant Services
45 Woodstock St
Roswell, GA, 30043
e-mail:[e-mail]
Dear Mr. Abdolpour,
Bill To:
Oasis Consultant Services
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project: Anson LF Phase 3 Cell 2
TRI job Reference Number: 58176
Material(s) Tested: (13) Heat Fusion Weld Seam(s)
(2) Single Extrusion Weld Seam(s)
Test(s) Requested: SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD Adhesion Failure (100% Peel)
BRK Break in sheeting away from Seam edge.
SE Break in sheeting at edge of seam.
AD-BRK Break in sheeting after some adhesion failure - partial peel.
SIP Separation in the plane of the sheet (leaving the bond intact).
FTB Film tearing bond (all non "AD" failures).
NON-FTB 100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
�,-w
1--�J
Kendall Villarreal
Project Manager
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
The testing herein is based upon accepted Industry pracllce as well as Wa teal method listed- Test res�3[s reported herein do not apply to samples other than dt m tested. TRI nelther accepts respor sl6Hily
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malrltalns client contldentlallty. TRI Ilmits reproduction aF this report, except In Full, wlehoul prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 GEE CAVES Ro. — AUSTI m. TX 79733 — USA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 1 of 9

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-23 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
138
152
142
158
142
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)
129
129
130
159
160
141
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)
195
194
196
197
196
196
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-34 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
137
146
148
163
151
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)
156
144
159
169
139
153
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)
192
186
190
192
191
190
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 2 of 9

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-35 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
147
144
151
150
136
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)
148
135
141
141
143
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
Shear
Shear
Shear Strength (ppi)
187
185
188
191
186
187
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-36 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
130
131
124
128
128
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)
136
136
126
148
135
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)
193
199
195
198
193
196
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 3 of 9

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-37 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
140
132
133
134
139
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
Side: B
Peel B
Peel Strength (ppi)
151
148
162
159
152
154
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)
196
191
194
194
195
194
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-38 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
144
139
140
132
140
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
Side: B
Peel B
Peel Strength (ppi)
137
137
132
145
138
138
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)
194
198
197
200
198
197
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and maintains client conf6dentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — USA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 4 of 9

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-39 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
136
132
130
131
131
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)
134
132
131
137
131
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)
192
192
198
199
195
195
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-40 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
129
131
130
131
132
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)
157
160
158
154
143
154
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)
203
195
195
197
197
197
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confldentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 5 of 9

Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-41 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
137
132
133
134
134
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)
130
136
132
145
137
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)
194
196
200
198
195
197
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-42 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
141
139
145
147
143
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
Side: B
Peel B
Peel Strength (ppi)
139
152
149
146
151
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)
208
205
210
204
203
206
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confldentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01
Page: 6 of 9

Aagi�TESTING? RESEARCH, CONSULTING AND FIELD SERVICES
ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2
3
4
5
MEAN
Sample ID: DF-43 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
136
135
125
137
143
135
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)
140
148
149
144
147
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
Shear
Shear
Shear Strength (ppi)
193
195
200
190
193
194
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
Sample ID: DF-44 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
134
138
145
145
149
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)
150
131
128
141
148
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
Shear
Shear
Shear Strength (ppi)
176
180
184
176
178
179
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Ted, results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
rid 63 aEE CAVES Ro. — AUSTI m. TX 76733 — USA I PM: a00.BSO.TEST oR 51 2.263.2 T 01
Page: 7 of 9

Aag�TESTING: RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DF-45 I Weld: Heat Fusion
Side: A
Peel A
Peel Strength (ppi)
141
136
139
133
123
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)
128
141
134
149
132
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
Shear
Shear
Shear Strength (ppi)
186
187
192
190
189
189
Shear Elongation @ Break (%)
>50
>50
>50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
9063 SEE CAVES Ro. — AUS71m. TX 76733 — USA I PM: 900.82O.TEST OR S12.263.21011
Page: 8 of 9

TESTING: RESEARCH, CONSULTING AND FIELD SERVICES
AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client:
Oasis Consultant Services
Project:
Anson LF Phase 3 Cell 2
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 58176
TEST REPLICATE NUMBER
PARAMETER
1
2 3
4
5
MEAN
Sample ID: DX-1 I Weld: Single Extrusion
Side: Peel
Peel
Peel Strength (ppi)
137
138 125
121
129
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
Shear
Shear
Shear Strength (ppi)
186
189 195
187
190
189
Shear Elongation @ Break (%)
>50
>50 >50
>50
>50
Sample ID: DX-2 I Weld: Single Extrusion
Side: Peel
Peel
Peel Strength (ppi)
128
117 135
140
109
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)
196
191 190
183
189
190
Shear Elongation @ Break (%)
>50
>50 >50
>50
>50
The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility
Tor nor makes claim as to the final use and purpose o} the material. TRI observes and maintains client con}6dentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR.
TRI ENVIRONMENTAL, INC.
9063 SEE CAVES Ro. — AL1571m. TX 79733 — USA I PH: 900.82O.TEST OR 51 2.263.2 T 01
Page: 9 of 9

APPENDIX G
DAILY FIELD AND
DENSITY TESTING
REPORTS

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 153
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Sequoia continued working on the sand protective cover grading.
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 26 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
The area around the sump riser and pump station, was under work for placing concrete headwall.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
Rainfall Amount: 0 inch
M.Madani
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 152
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The sand PC grading continued over cell 2. The sand operation berms were completed.
The work around the cell to clean and line up items continued.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 25 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 151
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 24 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work over grading sand PC placement continued today. The grading started from east end of cell and moving toward west.
The soil pad was created at the location of pump station.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 150
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 21 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia continued placing sand protective cover over cell 2. The grading started over the sand layer.
The sand operation berms was under construction.
The local electrician contractor continued working on the power to the new cell pump station.
The Jetclean contractor was at the job site to jet the leachate collection line. A video of the process was provided.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 149
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The sand protective cover placement continued today.
The work on the sump area and the leachate line, continued today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 20 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 148
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 19 2020 Day: Wednesday
Weather: Rain
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 1.2 inches
Early storm event has caused some erosion which the contractor was in process of clean up. A section of The leachate collection
line, was washed out, and reconstruction started.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 147
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The sand protective cover placement continued today over cell 2.
The work on the sump area continued today.
A local electrician contractor was at the job site to wire the new pump station of cell 2.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 18 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 144
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The sand protective cover placement continued today over eastern section of cell 2.
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 17 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner crew mobilized today to weld the rain flap associated with the operation and separation berm.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 145
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 15 2020 Day: Saturday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner crew completed installation of Rain flaps over the operation and separation berms.
The boots were installed over the penetrations for all 3 operation berms and separation berm at west wing.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 143
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The sand PC placement continued today. The contractor was able to push toward sump area.
the leachate collection system was under construction.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 14 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 142
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 13 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia continued working on the leachate collection system at the sump area. The sump riser was installed, and 8" was
extended toward the sump.
The sand protective cover placement continued today.
Hallaton liner crew mobilized today, and work on the operation berms over ce112.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 131
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 12 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The sump riser was installed at the sump area. A non woven fabric was used as wrap to contain the 57 stone covering the riser.
The sand protective cover placement continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 130
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 11 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The Sand PC placement continued today. The riser pipe was welded, and stage is set to install the pipe at the sump area.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 129
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 10 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the leachate collection system continued today. Sequoia also continued placing Sand PC materials over cell 2 .
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 128
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 8 2020 Day: Saturday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The installation of geocomposite drainage layer was completed today. All the repair details were done. Hallaton was in clean up
and housekeeping mode. The crew demobilized today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 127
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 7 2020 Day: Friday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The geocomposite draiage layer installation continued today. The Hallaton liner crew moved toward east close to The sump
area.
Sequoia continued working on the Sand protective cover placement. The leachate collection system moving eastward toward
sump.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 126
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 6 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0.2 inch
Hallaton liner crew continued installation of geocomposite drainage layer. The seams were strap tied 5 ' apart, and 6" apart on
end seams. The flaps were fusion bonded using a hot wedger.
Sequoia was in process of placing sand PC over the western section. The leachate collection system was extended as the
contractor moved forward placing PC. The tasks were not completed yet.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 123
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 5 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: < 32°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton crew started deployment of Geocomposite drainage layer. The section deployed was approved by surveying team to
proceed. The first operation berm inside the cell 2 was under construction.
Sequoia continued working on leachate collection liner.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 122
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 4 2020 Day: Tuesday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner crew continued working on the tie in area to secure the primary liner. Certain sections required extrusion welding
. The vacuum box testing continued over the repair area to confirm the intergity of the weld.
Sequoia was in process of clean up in aftermath of storm.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 121
Client Name: Waste Connections Date: 8 3 2020 Day: Monday
Project Name: Anson Landfill Phase 3 Cell 2 Weather: Rain
Project No: 204558 Temperature: 70 - 90°
General Contractor: Sequoia Evaluation Type: Regular Daily
Rainfall Amount: 1 inch
Location: Anson Lf
The job site was shut down due to the storm.
Sequoia was managing the water pump.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 119
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Sequoia was working on erosion control devices ahead of upcoming storm.
A water pump was installed at the sump area to control the rain.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 2 2020 Day: Sunday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 118
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 8 1 2020 Day: Saturday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The installation of GCL and Geomembrane over the eastern section was completed today. The repair details were completed.
The majority of tie area was extrusion welded.
The job site is preparing for upcoming tropical storm.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 117
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 31 2020 Day: Friday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The deployment of GCL and Geomembrane resumed today. The panels of 85 thru 96 were deployed. The seams were fusion
welded using a hot wedges.
Sequoia continued working on sand PC placement over the western section.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 115
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 30 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner crew concentrated on repair details over the western section of the cell 2. The repairs were done over the cross
sections. Series of destructive samples were marked and cut by Hallaton.
The work over the leachate line completed today at the western section of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 114
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 29 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0.3 inch
Hallaton liner crew was able to deploy more panels of GCL and Geomembrane today. The installation was cut short due to rain
event at the job site.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report # 113
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 28 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
Hallaton liner crew continued the installation of GCL and Geomembrane over the western section of cell 2. The deployment
continued. Section of The tie area,was extrusion welded. To weld the seams, the contractor used fusion wedger to weld the
seams between panels.
Sequoia continued working on the leachate collection line at the eastern section.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 112
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 27 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner installation crew mobilized today. The installation of GCL and Geomembrane resumed over the western section of
cell 2. The deployment of panel 39 thru 49. The tie inarea was cleaned up and ready for extrusion welding.
Sequoia was working over the leachate line at eastern section of the cell. The leachate line was consist of non woven fabric as
the wrap, and the 8" perforated HDPE pipe covered with 57 stone. The task was not completed yet.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 111
Client Name: Waste Connections Date: 7 24 2020 Day: Friday
Project Name: Anson Landfill Phase 3 Cell 2 Weather: Partly Cloudy
Project No: 204558 Temperature: > 90°
General Contractor: Sequoia Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Location: Anson Lf
The moisture conditioning of clay surface continued today.
The work on the tipper pad,was completed today.
The erosion mat placement continued today.
epd By Pr
Pre ared ed B
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
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6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 110
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The moisture conditioning of clay liner continued today.
Sequoia continued working on the tipper pad.
The erosion matting continued to be placed over the outter slopes.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 23 2020 Day: Thursday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 141
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 23 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 23 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Dept
Elev(pcf)
Pass/
Fail
Retest
101
N 3874800/ E 576500
P-8
89.7
27.1
96
95
3
Pass
102
N 3874790/ E 576580
P-8
90.0
27.0
96
95
3
Pass
103
N 3874760/ E 576550
P-8
89.6
27.2
96
95
3
Pass
104
N 3874740/ E 576560
P-8
89.8
27.0
96
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-8
CC-03 Red brown silty CLAY
93.4
1 26.2
JASTM D698 Method A
Reviewed By: _M.Madani
Respectfully submitted
OASIS CONSULTING SERVICES
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6 OASIS
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SERVICES
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REGULAR DAILY
Oasis Report # 109
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The work on the tipper pad continued today.
the seeding contractor continued placing erosion mats over the outter slopes of cell 2.
The clay liner surface was moisture conditioned today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 22 2020 Day: Wednesday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 108
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 21 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia was working on the tipper pad. Adding more lifts, the contractor was able to continue constructing the pad.
The seeding and grassing contractor continued placing erosion mats over the outter slopes of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 140
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 21 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 6 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 21 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Dept
Elev(pcf)
Pass/
Fail
Retest
95
N 3874670/ E 576440
P-8
90.2
27.0
97
95
3
Pass
96
N 3874580/ E 576450
P-8
90.1
26.8
96
95
3
Pass
97
N 3874540/ E 576500
P-8
89.5
27.3
96
95
3
Pass
N 38744510/ E 576400
I P-8
I 89.7
I 27.0
I 96
I 95
I 3
I Pass
��N
N 3874710/ E 576500
P-8
89.8
27.2
96
96
3
Pass
3874750/ E 576570
P-8
90.2
26.9
97
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
NO.
Material Description
Density
Moisture
Test Method
(pcf)
P-8
CC-03 Red brown silty CLAY
93.4
1 6.2
JASTM D698 Method A
Reviewed By:
Respectfully submitted
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6 OASIS
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SERVICES
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REGULAR DAILY
Oasis Report # 107
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 20 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The surface of clay liner at western section, was graded and the surveying team completed certifying the clay liner thickness.
Sequoia was in process of contructing the tipper pad at northeast of the cell.
The slopes of the outter cell, were covered with erosion mat.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 139
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 20 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 20 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Dept
Elev(pcf)
Pass/
Fail
Retest
91
N 3874560/ E 576440
P-8
90.2
26.9
97
95
3
Pass
92
N 3874610/ E 576375
P-8
90.0
27.1
96
95
3
Pass
93
N 3874690/ E 576450
P-8
89.5
27.6
96
95
3
Pass
94
N 3874725/ E 576470
P-8
89.9
27.3
96
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-8
CC-03 Red brown silty CLAY
93.4
1 26.2
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 138
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 20 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 20 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Dept
Elev(pcf)
Pass/
Fail
Retest
86
N 3874680/ E 576345
P-8
90.1
27.4
96
95
3
Pass
87
N 3874580/ E 576400
P-8
90.4
26.8
97
95
3
Pass
88
N 3874600/ E 576460
P-8
89.7
27.3
96
95
3
Pass
89
N 3874720/ E 576380
P-8
90.3
27.0
97
95
3
Pass
90
N 3874722/ E 576290
P-8
90.2
26.9
97
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-8
CC-03 Red brown silty CLAY
93.4
1 26.2
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 137
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 17 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date:? 17 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Dept
Elev(pcf)
Pass/
Fail
Retest
82
N 3874660/ E 576470
P-8
90.0
27.3
96
95
3
Pass
83
N 3874710/ E 576575
P-8
90.4
26.9
97
95
3
Pass
84
N 3874770/ E 576540
P-8
89.6
27.5
96
95
3
Pass
85
N 3874790/ E 576600
P-8
90.2
26.8
97
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-8
CC-03 Red brown silty CLAY
93.4
1 26.2
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 106
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 16 2020 Day: Thursday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The grading of cell 2 clay liner continued today. Using a GPS equipped dozer, sequoia was able to work from west toward the
sump area.
Sequoia will be taking off tomorrow, Friday, be back next Monday July 20th.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 136
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 16 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date:? 16 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Dept
Elev(pcf)
Pass/
Fail
Retest
78
N 3874805/ E 576560
P-8
90.1
27.8
96
95
3
Pass
79
N 3874760/ E 576500
P-8
90.8
26.9
97
95
3
Pass
80
N 3874610/ E 576550
P-8
90.2
27.1
97
95
3
Pass
81
N 3874670/ E 576420
P-8
90.4
27.3
97
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-8
CC-03 Red brown silty CLAY
93.4
1 26.2
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 105
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 15 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The clay liner grading continued today. Sequoia was using a GPS equipped dozer to grade the eastern section of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 104
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 14 2020 Day: Tuesday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia continued grading the final lift of clay liner. Using a GPS egipted dozer, the contractor was able to work it way from
west to sump area. The task is ongoing.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 103
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 13 2020 Day: Monday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The grading of clay liner continued today over the eastern section of cell 2. A GPS equipted Dozer was utilized for grading.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 135
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 7 13 2020
❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 6 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date:? 13 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
73
N 3874680/ E 576545
P-7
92.8
27.0
97
95
2
Pass
74
N 3874725/ E 576450
P-7
92.0
27.5
96
95
2
Pass
75
N 3874685/ E 576480
P-7
92.2
26.9
96
95
2
Pass
N 3874610/ E 576510
I P-7
I 92.0
I 27.4
I 96
I 95
I 2
I
��N
N 3874570/ E 576400
P-7
91.8
27.5
96
95
2
VPass
3874600/ E 576475
P-7
92.1
26.9
96
95
2
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
NO.
Material Description
Density
Moisture
Test Method
(pcf)
P-7
CC-02 Red brown clayey SILT
95.7
1 5.5
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 102
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 10 2020 Day: Friday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The grading over the eastern section of cell 2 continued today. Moisture conditioned and graded to clay liner elevation.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 101
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 9 2020 Day: Thursday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the grading of eastern section started today. Using a GPS equipted Dozer, the grading from west to east took place.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 100
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 8 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on final lift of the cell 2 continued today. Moisture conditioned and compacted to required compaction values.
Additional Shelby tubes were taken for permeability testing.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 99
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 7 2020 Day: Tuesday
Weather: Rain
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0.5 inch
Sequoia continued working on the clay liner over the eastern section of cell 2. The clay materials was transported from the
borrow source to the cell, and moisture conditioned and compacted to minimum required compaction values.
The rain event around noon, shut down the construction progress.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 98
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 6 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the clay liner construction continued today. The contractor has been working on the east end of the cell around
the sump area. The second lift was completed for the eastern section of cell 2.
The field density testing continued today to confirm the required values for the project.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 134
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 6 2020
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement
.1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 6 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 6 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
67
N 3874570/ E 576345
P-7
93.2
26.8
97
95
2
Pass
68
N 3874577/ E 576400
P-7
93.0
27.1
97
95
2
Pass
69
N 3874660/ E 576500
P-7
92.8
27.0
97
95
2
Pass
N 3874710/ E 576510
I P-7
I 92.6
I 26.9
I 97
I 95
I 2
I
��N
N 3874765/ E 576590
P-7
92.8
27.1
97
95
2
VPass
3874810/ E 576540
P-7
92.1
27.3
96
95
2
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
NO.
Material Description
Density
Moisture
Test Method
(pcf)
P-7
CC-02 Red brown clayey SILT
95.7
1 5.5
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 97
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 2 2020 Day: Thursday
Weather: Sunny
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The clay liner continued today. The clay materials were placed, moisture conditioned and compacted to minimum required
values. The field density tests were done over the clay liner.
Additional Shelby tubes were extracted and shipped to the lab for permeability testing.
Sequioa shut down for the 4th of July holiday from Friday The July third thru Sunday The fifth.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 133
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 2 2020
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement
.1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 6 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 7 2 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
61
N 3874800/ E 576540
P-6
94.8
27.2
95
95
1
Pass
62
N 3874760/ E 576540
P-6
94.1
27.4
95
95
1
Pass
63
N 3874700/ E 576500
P-6
94.7
27.2
95
95
1
Pass
64
N 3874670/ E 576490
I P-6
I 95.1
I 27.8
I 96
I 95
I 1
I Pass
65
N 3874720/ E 576560
P-6
95.4
27.6
96
95
1
Pass
66
N 3874680/ E 576420
P-6
95.7
27.8
96
95
1 1
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
NO.
Material Description
Density
Moisture
Test Method
(pcf)
P-6
CC-01 Red orange sandy SILT
99.3
1 2.5
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 96
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 7 1 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the clay liner continued over the eastern section of cell 2. The contractor had been working on the 1st and second
lifts. The field density tests were conducted to confirm the required compaction.
series of Shelby tubes were extracted and sent to Oasis lab for permeability testing.
The bulk clay samples were sent to the lab for proctor and classification values.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 95
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Anson Lf
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 30 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The clay liner construction continued today. Series of Shelby tubes were extracted, and shipped to the oasis lab for permeability
testing. Additional bulk clay samples were sent to the lab.
The field moisture and density testing continued over the first lift of the cell.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 132
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 6 30 2020
❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 6 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 6 30 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
55
N 3874685/ E 567520
P-5
90.3
27.1
96
95
1
Pass
56
N 3874570/ E 567400
P-5
90.7
26.9
96
95
1
Pass
57
N 3874700/ E 567420
P-5
90.2
27.0
96
95
1
Pass
58
N 3874600/ E 567500
I P-5
I 90.7
I 27.1
I 96
I 95
I 1
I Pass
59
N 3874650/ E 567550
I P-5
90.5
26.8
96
95
1
Pass
60
N 3874760/ E 567640
I P-5
90.8
27.0
96
95
1 1
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
NO.
Material Description
Density
Moisture
Test Method
(pcf)
P-5
CB-03 Red silty SAND (SM)
94.3
1 26
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 94
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 29 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The clay liner construction started today at east wing of the cell 2. Using the local borrow source, the contractor transported the
clay materials to the cell. Moisture conditioned, disking, and compacting the lifts of clay liner.
The field moisture and density tests were conducted to confirm the values set by the spec.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 92
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Anson Lf
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 26 2020 Day: Friday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The surveying team was at the job site today to shoot the subgrade level at east end of the cell 2. The task was completed
today.
Sequoia was working on the access road at northeast of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 91
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Anson Lf
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 25 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today. The grading was completed today ahead of the surveying.
The work on The sand protective cover continued today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 125
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 6 25 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 ❑ Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 6 25 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
32
N 3874745/ E 576400
P-1
109.6
16.5
98
95
3
Pass
33
N 3874600/ E 576455
P-1
109.4
15.8
98
1 95
4
Pass
34
0.0
0.0
0.0
0
1 0
35
0.0
0
1 0
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-1
SF-01 Tan silty SAND (SM)
111.7
1 15.7
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 90
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The grading over the eastern half of the cell 2, continued today.
The work on leachate collection system continued today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 24 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 89
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 23 2020 Day: Tuesday
Weather: Overcast
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today at east end of the cell 2. The contractor was in grading mode.
The work on the leachate collection system continued today. The HDPE perforated pipe was being installed.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 88
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 22 2020 Day: Monday
Weather: Partly Cloudy
Temperature: > 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia continued working on the sand protective cover over the west end of the cell 2. The leachate collection system was
being installed. Adding the 8" perforated HDPE at the center of the leachate line.
The contractor continued working on the subgrade level at the east end of the cell. The grading started on the subgrade started
today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 87
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 19 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the leachate collection system started today. The leachate collection system is consist of The fabric, gravel, and the
perforated HDPE pipe. The fabric was installed and 3" of gravel below the pipe. This process does continue.
The sand protective cover placement continued today.
The subgrade work continued today, placing more fill materials over the east end of the cell.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 86
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 18 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia continued placing the sand protective cover over the west end of cell 2. Using series of off road trucks, the contractor
transported the materials to the cell. A lite weight dozer was used to spread the PC.
The leachate collection system installation was underway today. Placing non -woven fabric over the geocomposite layer, and
placing 57 stone, 3" thick over the fabric as bedding for the perforated HDPE pipe.
The work on the subgrade continued today at the east end of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 124
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 6 17 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 6 17 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
28
N 3874660/ E 576450
P-1
110
16.7
98
95
4
Pass
29
N 3874865/ E 576520
P-1
109.7
16.0
98
95
3
Pass
30
N 3874666/ E 576520
P-1
110.2
15.8
99
95
4
Pass
31
N 3874710/ E 576345
P-1
109.8
16.4
98
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-1
SF-01 Tan silty SAND (SM)
111.7
1 15.7
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 85
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to weather impact, there was no activity from the general contractor.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 17 2020 Day: Wednesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.4 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 84
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to rain event, there was no construction activities at the job site.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 16 2020 Day: Tuesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.4 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 83
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The sand protective cover placement continued today at west end of the cell 2.
The fill placement continued over the eastern section of the cell.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 15 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 82
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 12 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The sand protective cover placement continued today. The Sequoia's off road trucks, started hauling the PC from the on -site
stockpile. The trucks moving on the sand pad, delivered their loads to the cell. A lite weight Dozer was utilized to spread the
sand.
Sequoia continued placing fill over the eastern section of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 81
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Sequoia was in clean up mode. No construction activities.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 11 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 80
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Rain event. No construction activities at the job site.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 10 2020 Day: Wednesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.5 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 79
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 9 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The sand protective cover placement continued over the western section of cell 2. Series of random trucks, delivered their loads
to the western section of the cell.
Sequoia continued placing fill materials over the eastern section of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 78
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 8 2020 Day: Monday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia started placing the sand protective cover over lined section of cell 2. Series of random trucks, delivered their loads
directly into the cell. The work started from southwest of cell 2, pushing toward east. The sand pad was created to allow the
trucks move the materials to the cell.
The structural fill materials was placed over the east section of the cell, compacted to required values.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 77
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Sequoia was in clean up mode due to weather impact.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 5 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 76
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The job site was shut down due to weather impact.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 4 2020 Day: Thursday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.4 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 75
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The fill placement continued today over the east end of cell 2.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 3 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 74
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 2 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The fill placement continued over the eastern section of cell 2. The structural fill materials was brought in from on -site borrow
source. The field density tests were performed to confirm minimum compaction required by the spec.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 73
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 6 1 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The underground drainage system was installed today. Using fabric and 75 stone, Sequoia created a basin for the spring water
filtered through rocks and discharged using a HDPE pipe. The pipe was extended outside the cell limit.
Sequioa continued placing fill at the east end coving the underground drainage system.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 72
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 29 2020 Day: Friday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The structural fill materials was placed today at the east end of cell 2. Using series of off road trucks, the materials were
transported from the local borrow source and compacted to required compaction. The location of underground spring water
was cleaned up for installing the drainage system.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
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6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 71
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 28 2020 Day: Thursday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today at west end of cell 2. The wet and organic materials, were sent to active cell. The
structural fill materials brought in from the borrow area.
The underground spring water location was located for installation of underground drainage system.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
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Copyright Oasis Consulting Services 2016

6 OASIS
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FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 70
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 27 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the existing wetland continued today by removing the unsuitable materials. The materials were sent to active cell.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
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6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 69
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The rain event over the weekend.
Sequoia was in clean up mode. Erosion control devices were inspected and repaired.
Sequoia was in process of removing trees and vegetation from the existing wetland.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 26 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 68
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 21 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The core of engineering representative visited the site for permitting Sequoia to enter the wetland at the cell 2 foot print.
Occational rain at the job site.
Sequoia would be taking off today, and will be back to the job site next Tuesday after the memorial holiday.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 67
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Wet condition at the job site.
Sequoia was in clean up mode.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 20 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 1 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 66
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Hallaton continued placing geocomposite layer.
The installation was interrupted by rain storm.
early shut down.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 19 2020 Day: Tuesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 4 inches
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 65
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 18 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The surveying team was at the job site to shoot the top of the liner creating as built. The task was completed.
Hallaton started deployment of geocomposite drianage layer over the installed geomembrane.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 64
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 16 2020 Day: Saturday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton continued working on repair details. The tie in area was still under repair details. The patches and extrusion welds,
were tested by vacuum box.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 61
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 14 2020 Day: Thursday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The liner system installation continued today. Placing GCL layer, covered with HDPE textured geomembrane. Total of 22 panels
were deployed. The air tests were done on majority of the seams. Some of the repair details were done using a extrusion gun.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 60
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 13 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner crew started the installation of synthetic materials over the clay liner. Starting with GCL layer, the contractor
furnished the soil Iayer.Total of 9 geomembrane panels were deployed over the GCL. 2 fusion welders were used to weld the
seams. Air tests were done over some of the welded seams.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 59
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The finishing touches over The outter seperation berm was completed.
The surveying team certified the clay liner thickness on the berm.
Hallaton liner installation crew mobilized today.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 12 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 63
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 11 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Hallaton liner crew completed the repair details over the lined section of cell 2. Additional destructive samples were given to
Oasis to ship to the lab.
The surveying team was at the job site to shoot the top of the liner. This would create as built of the panel locations and repair
details.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 58
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 11 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia is working on the outter berm to place clay materials. The required field testing was done to approve the clay liner at
the location.
The surveyor team was at the job site to certify the liner thickness.
The sand protective cover hauling was an ongoing task.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 57
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 11 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia is working on the outter berm to place clay materials. The required field testing was done to approve the clay liner at
the location.
The surveyor team was at the job site to certify the liner thickness.
The sand protective cover hauling was an ongoing task.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 56
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 8 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The grading over cell 2 partial clay liner continued today. The outter separation berm also was being graded.
Sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 53
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: S 8 2020
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
- Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement
.1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 10 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Saeed Abdolpour
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: S 8 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Depth/
Pass/
Fail
Retest
47
N 3874600 E 576350
P-5
91.5
27.9
97
95
3
Pass
48
N 3874550. E 576340
P-5
90.6
28.5
96
95
3
Pass
49
N 3974530. E 576300
P-5
90.9
28.3
96
95
3
Pass
50
N 3874510. E 576250
P-5
90.6
28.3
96
95
3
Pass
51
N 3874560. E 576205
P-5
91.0
27.8
97
95
3
Pass
52
N 3874580.E 576200
P-5
90.7
28.0
96
95
3
Pass
53
N 3874640. E 576320
P-5
90.9
28.0
96
95
3
Pass
54
N 3874650. E 576350
P-5
90.6
28.1
96
95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-S
CB-03 Red silty SAND (SM)
94.3
26
ASTM D698 Method A
Reviewed By:
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6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 55
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 7 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia was in process of grading the final lift of clay liner. The section at west end, will be lined which the contractor was
constructing. The required testing was done.
the sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 52
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: S 7 2020
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
- Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement
.1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 10 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 5 7 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
37
N 3874440. E 576350
P-4
91.8
28.1
96
95
2
Pass
38
N 3874445. E 576340
P-4
91.9
28.0
96
95
2
Pass
39
N 3874440. E 576300
P-4
91.7
28.1
96
95
2
Pass
40
N 3874550 E 576220
P-4
91.9
27.9
96
95
2
Pass
41
N 3874510. E 576250
P-4
92.0
27.8
96
95
2
Pass
42
N 3874530.E 576310
P-4
6
28.1
96
95
2
Pass
43
N 3874600. E 576250
P-4
7
28.0
96
95
3
Pass
44
N 3874460.E 576300
P-4
192.1
27.8
96
95
3
Pass
45
N 3874490. E 576220
P-4
8
28.0
96
1 95
3
Pass
46
IN 3874480. E 576300
P-4
92.0
27.7
96
1 95
3
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-4
CB-02 Red yellow sandy SILT
95.6
1 25.2
ASTM D698 Method A
Reviewed By:
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6 OASIS
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FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 54
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to rain event, Sequoia shut down today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 6 2020 Day: Wednesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.4 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 46
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to rain event early this morning, Sequoia had to shut down.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 5 2020 Day: Tuesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.2 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 45
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 4 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on clay liner construction continued today. The contractor has been working on 2nd lift of clay liner. The required
testing has been done to qualify the clay materials during construction. The permeability testing is an ongoing task. Additional
Shelby tubes were sent to Oasis lab. The results have met minimum requirements.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 51
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: S 4 2020
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
- Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement
.1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 10 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: S 4 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
27
N 3874560. E 576335
P-3
91.7
27.5
96
95
2
Pass
28
N 3874580. E 576340
P-3
91.9
27.4
96
95
2
Pass
29
N 3874600. E 576335
P-3
91.7
27.4
96
95
2
Pass
30
N 3874630 E 576310
I P-3
I 91.5
I 27.9
I 95
I 95
I 2
I Pass
31
N 3874660. E 576210
P-3
91.7
27.5
96
95
2
Pass
32
N 3874650. E 576280
P-3
91.6
27.1,
96
95
2
Pass
33
IN 3874635. E 576315
P-3
1 91.4
1 27.8
95
95
1 2
1 Pass
34
N 3874640. E 576290
P-3
91.9
27.4
96
95
2
Pass
35
N 3874590. E 576240
P-3
91.6
27.5
96
95
2
Pass
36
N 3874585. E 576235
P-3
1 91.8
27.6
96
95
1 2
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-3
CB-01 Red orange silty CLAY
95.9
1 24.2
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
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REGULAR DAILY
Oasis Report # 44
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 5 1 2020 Day: Friday
Weather: Overcast
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia continued placing clay materials over west end of cell 2. The moisture conditioning and compacting the first lift of clay
liner.
series of Shelby tubes and bulk clay and sand samples collected, and sent to the lab for testing.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 43
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Heavy rain event early this morning.
Sequoia had to shut down.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 30 2020 Day: Thursday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 3 inches
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

OASIS
CONSMING
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 42
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 29 2020 Day: Wednesday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on first lift of clay liner started from NW corner of the cell. The clay materials has been processed, moisture
conditioned, and compacted to minimum requirements by the spec. Series of field density tests were performed to confirm the
compaction.
series of Shelby tubes were sent to Oasis lab for permeability testing.
the sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 49
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 4 29 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 8 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 4 29 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
11
N 3874470. E 576380
P-4
91.1
27.3
95
95
1
Pass
12
N 3874530. E 576290
P-4
91.8
27.7
96
95
1
Pass
13
N 3874570. E 576350
P-4
91.7
27.4
96
95
1
Pass
14
N 3874470 E 576210
P-4
91.2
27.4
95
95
1
Pass
15
N 3874350. E 576300
P-4
91.8
27.8
96
95
1
Pass
16
N 3874570.E 576340
P-4
91.6
27.6
96
95
1
Pass
17
N 3874600. E 576340
P-4
91.9
27.4
96
95
1
Pass
18
N 3874670 E 576300
P-4
91.7
27.6
96
95
1
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-4
CB-02 Red yellow sandy SILT
95.6
25.2
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 35
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 28 2020 Day: Tuesday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the first lift of clay liner continued today. The clay materials from borrow area, was spread and disked. Using water
truck, the contractor moisture conditioned and disked the sections. Using a vibrating sheep foot compactor, the areas were
compacted to minimum of %95 compaction.
Another truckload of GCL arrived at the job site.
The sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 48
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 4 27 2020
❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 8 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 4 27 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
3
N 3874570. E 576210
P-3
91.8
27.2
96
95
2
Pass
4
N 3874590. E 576205
P-3
91.7
27.3
96
95
2
Pass
5
N 3874630 E 576220
P-4
91.1
27.5
95
95
1
Pass
6
N 3874700. E 576230
I P-4
I 91.7
I 27.1
I 96
I 95
I 1
I Pass
7
N 3874770. E 576200
P-3
91.5
27.3
95
95
1
Pass
8
N 3874740.E 576190
P-3
91.8
27.0
96
95
1
Pass
9
N 3874760. E 576235
P-3
91.2
27.6
95
95
1
Pass
10
N 3874745. E 576250
P-3
91.6
27.4
96
95
1
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-4
CB-02 Red yellow sandy SILT
95.6
25.2
ASTM D698 Method A
P-3
CB-01 Red orange silty CLAY
95.9
1 24.2
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 34
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 27 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The clay test pad was completed today. The Shelby tubes for permeability testing were collected and sent to Oasis lab.
Sequoia started mass clay production. The testing for mosisture and compaction continued today.
Sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 47
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 4 24 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 2 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Saeed Abdolpour
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 4 24 2020
Inspector: Saeed Abdolpour
Dry
In -Place
Comp.
Req.
Depth/
eptElev
Pass/
Test No.
Location
Proctor Ref.
Density
Moisture
Comp.
Fail
Retest
(pcf)
1
N 3874567. E 576220
P-3
1 92.1
27.3
96
95
1
Pass
2
N 3874535. E 576225
P-3
92.0
27.2
96
95
1
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-3
CB-01 Red orange silty CLAY
95.9
1 24.2
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
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FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 33
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The oasis field agent was at the waste connections transfer station today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 24 2020 Day: Friday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 32
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The rain event throughout the day.
No activities from Sequoia. Shutting down.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 23 2020 Day: Thursday
Weather: Rain
Temperature: < 32°
Evaluation Type: Regular Daily
Rainfall Amount: 0.6 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 31
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The west end of cell 2, was certified with subgrade level.
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 22 2020 Day: Wednesday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The test pad for clay liner construction, was constructed. Sequoia was able to work only on bottom lift before closing. 2 tubes
were extracted, and sent to Oasis lab for permeability testing.
Additional rolls of GCL was delivered today.
Sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 30
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to wet condition of the job site, there was no construction activity.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 21 2020 Day: Tuesday
Weather: Overcast
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 29
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Rainy day.
Sequoia had to shut down the construction.
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 20 2020 Day: Monday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 1.2 inches
The contractor was assisting with unloading the truckloads of GCL synthetic clay, and 4 truckloads of geocomposite drainage
layer.
they also assisted the drilling company Reddog with abandonment of 4 GW wells. The existing GW wells were located alongside
the north wing of the cell, the location of clay borrow area. The process was observed and photo documented by Oasis Site
manager.
Due to wet condition of the jobsite, no PC hauling took place.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 28
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
The subgrade at west end of cell 2, was rolled to protect the soil from upcoming storm.
improving the erosion control devices around the existing wetland.
The sand PC from 2 quarries, was transported to the job site.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 17 2020 Day: Friday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 27
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf area
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 16 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today at west end of cell 2. The overburdened materials from clay borrow area, was used
to grade the subgrade level to design elevation.
The sand PC hauling continued today supplying the landfill with 2 PC materials from 2 quarries, blended at the stockpile west of
cell 2.
The primary liner alongside the tie in area, was under clearing.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 41
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 4 14 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 ❑ Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 5 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 4 14 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
23
N 3874715 E 576540
P-1
109.1
15.9
98
95
5
Pass
24
N 3874806 E 576540
P-1
108.7
16.5
97
95
5
Pass
25
N 3874771 E 576579
P-1
109.0
15.7
98
95
6
Pass
26
N 3874780 E 576500
P-1
109.3
16.2
98
95
5
Pass
27
N 3874760 E 576600
P-1
108.9
15.3
97
95
4
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-1
SF-01 Tan silty SAND (SM)
111.7
1 15.7
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
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REGULAR DAILY
Oasis Report # 24
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Early rain event shut down the job site.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 13 2020 Day: Monday
Weather: Overcast
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.5 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
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FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 23
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Wet condition at the job site, the contractor was cleaning up.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 10 2020 Day: Friday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 22
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to rain event this morning, Sequoia had to shut down.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 9 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.4 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

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REGULAR DAILY
Oasis Report # 21
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 8 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on subgrade continued today at the job site. The separation berm at north end, was under construction.
The clay borrow source was cleared of topsoil, and the overbourdened materials were used as structure fill for fills.
Sand protective cover hauling continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
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REGULAR DAILY
Oasis Report # 20
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 7 2020 Day: Tuesday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia was in process of grading The subgrade level at the west end. The third party surveyor was at the job site to shoot
certain areas of the cell. At the east end, the contractor was placing fill to bring the elevation to design elevation.
At the clay borrow area, the contractor was removing the topsoil to access the clay materials. Topsoil materials were
transported to active cell.
The sand protective cover hauling, continued today. The materials were being stockpiled at west of cell 2.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
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6 OASIS
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Oasis Report # 19
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 6 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Sequoia contractor continued placing fill at the areas inside the cell 2. At the west end, the contractor was able to grade that
end. Certain areas over the subgrade, were probed searching for cavities. The marked areas were reconstructed and
compacted. The field density testing was an ongoing task.
The sand protective cover continued arriving at the job site.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
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6 OASIS
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Oasis Report # 18
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 3 2020 Day: Friday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today. The combination of structural fill materials from the cut and borrow source were
used to add fill to certain areas of the cell 2. The areas were compacted and tested for density values.
Sand protective cover transportation to The landfill continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 17
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 2 2020 Day: Thursday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today. Sequoia has cut the west end of cell 2 to design elevation. The materials from cut
was used for the fill at the other sections of the cell.
the clay borrow area was stripped of vegetation.
The sand protective cover was hauled in today from the Quarry.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 39
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 4 1 2020
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement
.1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests:
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 4 1 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
15
N 3874600. E 576390
P-1
109.1
16.2
98
95
7
Pass
15
N 3874607 E 576338
P-1
109.8
16.9
98
95
4
Pass
16
N 3874577. E 576342
P-1
108.9
17.6
97
95
4
Pass
17
N 3874573. E 576346
P-1
109.5
16.3
98
95
2
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-1
SF-01 Tan silty SAND (SM)
111.7
1 15.7
JASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 16
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 4 1 2020 Day: Wednesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on subgrade continued today. The structure fill materials were excavated from designated borrow sources at the
landfill. A few cavities were discovered. The areas were cut for unsuitable materials, and replaced with good soil.
The sand protective cover hauling continued today. Series of tandom trucks were use to transport the materials from the
Quarry to the job ite.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 15
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 31 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.4 inch
The contractor continued with subgrade work. The location of cell 2, required cut and fill process to bring the subgrade
elevation to required design elevation. The compaction of lifts was done using a sheep foot compactor.
the sand protective cover hauling started today. A designated area at west end of cell 2, was used for PC stockpile.
Rain started around 3pm, shutting down the general contractor.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 38
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 3 30 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 5 No. of Retests: 0
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 3 30 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
10
N 3874780. E 576450
P-2
105.1
16.4
98
95
5
Pass
11
N 3874670. E 576530
P-2
104.8
16.8
97
95
5
Pass
12
N 3874715. E 576590
P-2
105.3
16.1
98
95
4
Pass
13
N 3874685. E 576521
P-2
105.1
17.0
98
95
5
Pass
14
N 3874666 E 576475
P-2
104.9
17.2
97
95
5
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-2
SF-02 Tan sandy SILT (ML)
107.7 J
16.8
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 14
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 30 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on subgrade continued today at the location of new cell 2. The contractor followed the cut & fill process to bring the
subgrade up to design elevation. The field density testing was performed on compacted areas to confirm minimum required
compaction.
All erosion control devices have been inspected for functionality.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSMING
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 13
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 27 2020 Day: Friday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued today at the location of the cell 2. Based on design, certain areas require cut, the cut
materials have been used as fill for other sections of the cell. Using a sheep foot compactor, the contractor compacted the lifts
placed.
All erosion devices and silt fences were inspected. The diversion berm is operational after the first rain storm.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 12
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 26 2020 Day: Thursday
Weather: Sunny
Temperature: 70 - 90°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on the subgrade continued at the location of the cell 2. Using cut and fill method, the contractor used the cut
materials from one location to fill the other location.
the silt fences were inspected for any repair.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

OASIS
CONSUL7ING
SERVICES
FIELD INSPECTION REPORT
Oasis Report # 37
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Area/Location Inspected:
DETAILS & FINDINGS OF INSPECTION
V- FILL CONTROL
In -place density testing was performed on the compacted material, at the above referenced
location, in accordance with:
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project204558
Number:
Date: 3 25 2020
.1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand
❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement
V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement
❑ Sand Cone Method - ASTM D1556
Compaction Criteria: 95 % of the maximum proctor test dry density.
No. of Tests: 4 No. of Retests: 0
Refer to the attached sheets for the detailed test results and approximate locations
REMARKS
Prepared By: Saeed Abdolpour
Respectfully submitted
Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES

OASIS
CONSUL7ING
SERVICES
REPORT OF FIELD DENSITY TEST RESULTS
Project: Anson Landfill Phase 3 Cell 2
Client: Waste Connections
Contractor: Sequoia
DETAILS & FINDINGS OF INSPECTION
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 204558
Date: 3 25 2020
Inspector: Saeed Abdolpour
Test No.
Location
Proctor Ref.
Dry
Density
(pcf)
In -Place
Moisture
Comp.
Req.
Comp.
Depth/
Elev.
Pass/
Fail
Retest
6
N 3874760. E 576540
P-1
108.9
16.6
97
95
4
Pass
7
N 3874745. E 576570
P-2
104.0
17.0
97
95
4
Pass
8
N 3874780. E 576550
P-2
104.6
16.9
97
95
3
Pass
9
N 3874790. E 57640
P-2
104.9
17.2
97
95
4
Pass
IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH
ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698.
PROCTOR TEST REFERENCE TABLE
Proctor
Max. Dry
Opt.
No.
Material Description
Density
Moisture
Test Method
(pcf)
P-1
SF-01 Tan silty SAND (SM)
111.7
15.7
ASTM D698 Method A
P-2
SF-02 Tan sandy SILT (ML)
107.7
16.8
ASTM D698 Method A
Reviewed By:
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 11
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
Due to weather impact, Sequoia had to shut down.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 25 2020 Day: Wednesday
Weather: Rain
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.7 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 10
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf es
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 24 2020 Day: Tuesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.3 inch
the cut and fill process continued today at the cell 2 location. The cut materials were being used as fill.
The erosion control devices were inspected.
rain started around 3:30pm. The contractor shut down.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 9
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson Lf
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 23 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0.5 inch
Series of clay samples from on -site borrow source were collected and shipped to Oasis lab for testing.
the work on subgrade continued today.
the contractor had to shut down around noon due to rain storm.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 8
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson LF
the structural fill placement continued today at the cell 2 construction site.
using cut and fill method, the contractor cutting the subgrade to design elevation.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 20 2020 Day: Friday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 7
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Sequoia
Location: Anson LF
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 19 2020 Day:Thursday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The work on structure fill continued today. Addition to using borrow area, some of the materials were cut and fill. Visual
observation and compaction testing has been in place.
the construction of the diversion berm was completed.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 6
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Soquioa
Location: Anson landfill
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 18 2020 Day:Wednesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The general contractor started placing structure fill materials at north east corner of cell 2. Using onsite borrow source, the
contractor placed layers of fill.
the work on the diversion berm continued today.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 5
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Soquio
Location: Anson landfill
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 17 2020 Day:Tuesday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The clearing of the location of cell 2, continued today. Erosion control devices have been installed and completed.
the contractor started working on the diversion berm on existing cell.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 4
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Soquio
Location: Anson of
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 16 2020 Day: Monday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
Contractor contunued with placement of structural fill and Oasis personnel monitored all activities.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 3
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Soquio
Location: Anson landfill
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 14 2020 Day: Saturday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
The task of stripping the job site continued today. The access materials are being sent to active cell.
series of off road trucks; Dozers, and excavators were utilized today.
Saeed Abdolpour
Prepared By
Copyright Oasis Consulting Services 2016
k�{ eN k
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES

6 OASIS
SERVICE$
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 2
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: Soquio
Location: Anson landfill
the removal of vegetation and clearing continued today at the location of cell 2.
Access materials from the task, are being moved to active cell.
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 13 2020 Day: Friday
Weather: Sunny
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
series of soil samples were collected from structure fill and protective cover sources. These materials are in process of being
shipped to Oasis Lab.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

6 OASIS
C-ONSULTHIG
SERVICES
FIELD INSPECTION REPORT
REGULAR DAILY
Oasis Report # 1
Client Name: Waste Connections
Project Name: Anson Landfill Phase 3 Cell 2
Project No: 204558
General Contractor: SEQUOIA
Location: Anson Landfill
Sequoia Contractor has been in mobilization mode.
Majority of the construction equipments are at the job site.
clearing and removing vegetation have been in progress.
45 Woodstock Street - Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 3 12 2020 Day: Thursday
Weather: Partly Cloudy
Temperature: 50 - 70°
Evaluation Type: Regular Daily
Rainfall Amount: 0 inch
the small existing ponds have been cleared of siltation , or being removed based on the cell design.
series of soil samples have been collected and shipped to the labs for testing.
Saeed Abdolpour
Prepared By
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
Copyright Oasis Consulting Services 2016

APPENDIX H
LEACHATE
COLLECTION LINE
VIDEO INSPECTION

R[IaMITTAL LRTTRR
Sequoia Services
7815 National Service
Rd. -Suite 606
Greensboro, NC 27409
TEL: [phone]
PROJECT SnMMARY
PROJECT NAME:
Anson Landfill Ph.3 Cell Expansion
Sequoia PROJ #:
NC-03075
OWNER:
Waste Connections, Inc.
CQA:
Oasis
CONTRACTOR:
Sequoia Sewices
S[1RNITTAL S[1lQIARY
SPEC./Drawing #:
02710
SEQUENCE. NO.:
4
SUBMISSION TYPE:
Original
SUBMITTAL DESCRP:
HDPE Leachate Piping
ASTM Reference:
SUBMITTAL NO.: 018
SUBMITTAL DATE: 5/6/2020
OWNERS Proj.#:
OWNERS REP: Nelson Breeden
QA Rep.: Mike Monteleone
CONTRACTORS REP: Philip Banks
SUBCONTRACTOR: Jet Clean America
SUPPLIER/Manufctr:
PAR&.:
ITEM
TYPE.:
DESCRIPTION:
REMARKS
CQA Plan
n/a
TR
HDPE Pipe -Jet
Clean
Americ Report & Video
Miscellaneous Info:
Attached i submittal info a referenced. A link is provided in the email that this submittal was attached to providing access to a drop box with video's of the pipe
cleaning. sPlease return a reviewed/approved submittal to brace@se qse rv.com. Thanks
Cettifioetion Statement:
By this submittal, I hereby certify that the above submitted items have been reviewed in detail and are correct and in strict conformance with the Contract Drawings and Specifications except as
noted.
By: Date:
Bruce Sekaly QC Manager
APPROVAL/NOTES:
Date:
--Shop Drawings'=Frod— Data, Mi—Miscellaneous Info, Ta= Test Remits; O =0p/Maintenance Manual; S-Sample; FIO=For Info Only; Certs=Cex[iflcatlons

JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING
EXPLOSION PROOF VIDEO INSPECTION
VACUUM TRUCK SERVICES
W W W .JETCLEANAMERICA. COM
7538 DUNBRIDGE DRIVE
ODESSA, FL 33556
T: 800-226-8013 / F: 813-926-4616
JETCLEANAMERICA@YAHOO. C OM
Sequoia Services, LLC
Anson County Landfill
Phase 3 - Cell 2 - Expansion
New HDPE Leachate Piping
Work Performed
August 2020
Conducted By:
Jetclean America
800-226-8013

JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 7538 DUNBRIDGE DRIVE
EXPLOSION PROOF VIDEO INSPECTION ODESSA, FL 33556
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]
REPORT
DATE :8/24/2020
TO : Bruce Sekaly — Sequoia Services, LLC
FROM : Ralph Calistri [e-mail])
SUBJECT : Anson County Landfill - Phase 3 - Cell 2 Expansion - New HDPE LCS Piping
Jetclean America completed the high-pressure water jetting and explosion -proof video -
inspection of the new Phase 3 - Cell 2 HDPE leachate collection piping on 8/21/2020. Included
with this report is the applicable Jetting Log, CCTV Survey List, Pipe Graphic Reports, and
videos in .mp4 format for complete detailed reference.
High-pressure Water-iettin2:
The new Phase 3 - Cell 1 HDPE leachate collection piping was jetcleaned in its entirety.
LOCATION 11OW
DISTANCE (ft)
Phase 3
— Cell 2
— C01
700'
Phase 3
— Cell 2
— CO2
500'
Phase 3
— Cell 2
— CO3
600'
Phase 3
— Cell 2
— C04
400'
Phase 3
— Cell 2
— C05
300'
Phase 3
— Cell 2
— Sump
65'
Explosion -proof Video -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,
RJ* &&A- �,
Ralph Calistri - Jetclean America - 800-226-8013

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i /_ \� \ 1 / I I I x _� �%� �_ _-__ -_ _ _ / -_- - 1-1 \� \ \1 I 1 I 1 1 \ 1 \ \ , ,, I I 111 �I I I I I, I I , I V I I I I I \11 I I I IIII ► I , \� I I I 1 I\ , / / \ \ \ ( /.
�\_ ;��\�f 1_ �� 1�1 ( I I I I I I I III ,�- s 5 s, f - -- _ _: \, \ \\ \ I I I 11 1 1 I I I I III 11 I I I \ 1
\ l r`'\ \1 1 \�/ I II �\ -�--I I 1 \ 11 \ III\111 I I I I I I I �I I III I I 1 IIII 1 / \\ \\ /
REFERENCE �` -_ __- -J /,�' �_�\ I I IIIIII I 1 /x;- /�- __-- /ram \ \ \ \ \ \ I I \ 1, I I\ I1\ 1 1 1 I 1 I I 1 I I I I II I '� I I III \\ I IIIIII IIII IIII I I \ IIII I / / �/ \\ \ \ ( /
I I IIIII /�ii _-_ / \ \\ \ IIII 11 IIIII III II I IIIIIIIII I1111IIIIII1 IIII / / \\ \ \
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED 1 I I I IIII 1 I I I I ',--5��- � %" ���/� - �_� -- \\\ \ 1 I \ 1I I III I \ II I I\ /III / -_i\ \ \ \\\ \�-v / \ \ I 1 1 I I I IIII I I II III 1 // _ / __ � \ I I III I I I I ► I I I I \ I 11111,411 -(I II I► \11 1 \\ \ \AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC 1 I I I III III I I �k �- �� �_� / / �� \\ I 1 11 I I I I I I IvI I I I I /I / / / \\1II I I I II �' _ \ / / \ \\ 11 II 1 1 I I II II I I I 1 ) II,III III I I 1 / �I / \ \�\ \\
JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 & \ % I 1 1 I 1 I 1 1 1 1 IIII IIII I\C�'� / j ���- /��� / / \ 1 I I I \ \ 1 II I I I I I I I I 1 I e I I .� k 11 (I I Il / / \ \\\ \
OCTOBER 5, 2017. 1 / I III 11111 I I ITI I I I III 11 I I I I I I I I I I 1. 1 II I --- / \ \\
- -/ ) / ( � \ \ I I I I I 1 I I I I I~ �o I _r ��( I IIII \ / \ \ \ \\
_ ,o J. III I - // l / / \
1/ I III IIII IIII IIIII ( i`T4-'/---__�' ,-' / j// \\ j l l \III I I I I I I I I I I I I I I I I I I IIIIII „� I I/ I I >�/IJ IIII I // / // �\ \ ,\
2 PHAASEOS3 CELL 1ED N VERIFICATION DIGITAL DRAWINGS ING LOCATIONS AND APIROVI PRONS OVIDED BY LAWRENCE SED ON\ II I I I I I I IIII III I I I I I I I I %����-- -f '' __\ // \ / I I I III I I I I I I I I I I I ' I I I 1 1 I I I I I °1 I I I / / /�%�J I/ / //I I I , j � / \ \,\\\
SURVEYING INC. ON OCTOBER 23 2018. 1 11 1 o I I I I 1 I I I I III IIII IIIII I I� / �__ _' \ ((/ \ 1\ l I I I EXISTING UNDERDR41N P/1 1 I I I ;I I I �J I I Ill (ter/fl I I I I I I �'/ / // \\ \ \\
>> I II IIII III1111 III III II III III III I "I--_____ III \ \-/ \ I // I I II IIIIIII1111111 �IIIIIIII"'11111�1 1 1 IIII/I) J1111 1 I // - \X
3. LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN - I I I III I IIII I I ��\ / / III I I I I IIII I I I I I I_-� I I � I ( III I i \.
DATED OCTOBER 17, 2017. II I il I III IIIIII I I I I III I I I I I \\ / ,/\ I \ \� \ (/ \ IIII III IIII IIIII 1 1 1 1 NI 11�� -III 1 1 I (n� IIIII I l f ////// II ��� /� /� // \\ \
�1 I I I I ICI I I I I I I I I I I I I I I I I I I I I / \\\ ___/ I I \ I IIII ►III IIII I I I tnI I I I I I I I IIIII 1 l ,\
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \ 111 I I I I I I I I I // \\\\ I \ IIII III IJ-'I'r 1, 11I I IIIIII I10 I\ 1 I III I I I I f /(/ ( /// // / \
3710644500J, 3710644600J, 3710645500J, 3710645600J. I I I I I I I I I Al I I I III I I I I I I I / I I I I I I I I I I I -I- tfi1 Ip I I I I I I I III III I ///f // /
I III I I I I►�I I I I I I III III IIIIII I/ ( \\ \ \\ _--'�\ \ I I �� \ I I I I II- I I{-I-1'I I I II ICI I I I IIII IIII III \ IA 111 I� I II I II IIII I I f (� �, /5. JURISDICTIONAL WATERS of THE US WERE DELINEATED FLAGGED IN THE 1 I I III IIII I III I I I IIII IIf I \ \ / \ - l�t I� III I I I I I I IIII I I IT I III IIIII IIIIIIIII III 1 1(
( I I 11,I I I o1I I I I I I I �\� \ 1` 1 I I \ 1'1 I I I IIII Ipl II II III I11II I I III I IIIII II II IIII J III , \ \ \ /
FIELD), CLASSIFIED, AND MAPPED BY CWS, INC. ON MAY 3, 2018, MARCH I I I I I I III I II Ihl I I I I I IIII I \ \ -.\ \ I /__ \ III I I lehl I I I I I I I I I1� \ II III l� I ` \ _ \
20, 21, AND 27 2019. ,_ i 1 � , Ili e I �-
7 1 6 5 1 4 1 3
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING UNDERDRAIN PIPE
EXISTING ACCESS ROAD
EXISTING LEACHATE FORCEMAIN
EXISTING 100-YEAR FEMA
EXISTING WETLANDS
CONTOUR MAJOR
CONTOUR MINOR
SILT FENCE
EDGE OF LINER
EDGE OF GEOCOMPOSITE
DRAINAGE DITCH
TACK -ON SWALE
STORMWATER PIPE
LEACHATE FORCEMAIN
LEACHATE COLLECTION PIPE
LIMITS OF DISTURBANCE
TREE LINE
OPERATIONAL BERM
GRAVEL ROAD
CONTOURS
THIS PLAN
LEGEND
SCALE IN FEET
mommol
0 100 200
SF
FM
PROTECTIVE (OPERATIONAL)
COVER
GEOCOMPOSITE DRAINAGE LAYER
HDPE LINER
� CLAY LINER
1 Ikir-M cwc-TrLJ rNnAeA11A n SUr-./
NOTE:
1. PROTECTIVE COVER MATERIAL WILL BE SUPPLIED AND DELIVERED BY THE
OWNER. THE CONTRACTOR SHALL MANAGE THE STOCKPILING OPERATIONS AND
MAINTAIN THE STOCKPILE; INCLUDING BUT NOT LIMITED TO: EROSION AND
SEDIMENT CONTROL MEASURES, ACCESS, STOCKPILE GRADING, TRACKING OF
SURFACE TO MINIMIZE EROSION, AND OTHER ITEMS PERTINENT TO
STOCKPILING OF PROTECTIVE COVER MATERIALS.
TIPPER PAD ENLARGEMENT AREA
SCALE IN FEET
NORTH CAROLINA
0 40 80 BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
________� NO. C-3035
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
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DRAWING NO.:
C205j
SHEET 8 OF 14

CCTV Surveys List for sequoia services
Number of surveys in this list is 8
as of Thursday, August 20, 2020
Unit of measure: ft
Setup
Date Street
Start MH
Finish MH
Dir
Size
inch
Pre Vid Cassette
Clean
Scheduled Surveyed
Length Length
1
8/20/2020
PHASE3 CELL2 CO1
PHASE3 C2 CO2
D
8
Y
334.0
2
8/20/2020
PHASE3 C2 CO2
PHASE 3 C2 CO1
U
8
Y
178.1
3
8/20/2020
PHASE 3 C2 CO2
PHASE 3 C2 CO3
D
8
Y
308.8
4
8/20/2020
PHASE 3 C2 CO3
PHASE 3 C2 CO4
D
8
Y
254.2
5
8/20/2020
PHASE 3 C2 CO4
PHASE 3 C2 CO5
D
8
Y
229.0
6
8/20/2020
PHASE 3 C2 SUMP
PHASE 3 C2SUMPA
D
8
Y
63.8
7
8/20/2020
PHASE 3 C2 CO5
PHASE 3 C2 CO4
U
8
Y
189.5
8
8/20/2020
PHASE 3C2SUMP Y
PHASE 3C2SUMP YA
D
8
Y
34.0
Total Scheduled Length
Total Length Surveyed
0.0
1,591.4
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]

Pipe Graphic Report of PLR PHASE3 CELL2 C01X for sequoia services
Work Order
Contract
Video Setup
1
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE3 CELL2 CO
Depth
Shape
Size 8 by
ins
To PHASE3 C2 CO2
Depth
Material
Joint spacing
Ft
Direction Downstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PHASE3 CELL2 C01]
0 Ft Water level 0
334 Ft
L-
73
211.2 Ft
-EDebris (Not grease or silt) 01 o'clock SE: 5 [small gravel]
334.0 Ft -[Survey abandoned [cable tension end of survey]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3 C2 C01 X for sequoia services
Work Order
Contract
Video Setup
2
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE3 C2 CO2
Depth r
Shape
Size 8 by
ins
To PHASE 3 C2 C01
Depth
Material
Joint spacing
Ft
Direction Upstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PHASE3 C2 CO2]
0 Ft Water level 0
3
0
LL
v
a
a
178.1 Ft
178.1 Ft -[Survey abandoned [end of survey overlape]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3 C2 CO2 X for sequoia services
Work Order
Contract
Video Setup
3
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE 3 C2 CO2
Depth r
Shape
Size 8 by
ins
To PHASE 3 C2 CO3
Depth t
Material
Joint spacing
Ft
Direction Downstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PHASE 3 C2 CO2]
0 Ft Water level 0
En
73
298.9 Ft -[General Comment [pipe dent at 1130 position]
308.8 Ft
308.8 Ft 4—Survey abandoned [cable tension end of survey]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3 C2 CO3 X for sequoia services
Work Order
Contract
Video Setup
4
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE 3 C2 CO3
Depth
Shape
Size 8 by
ins
To PHASE 3 C2 C04
Depth
Material
Joint spacing
Ft
Direction Downstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
art of Survey
0.0 Ft Manhole/Node [PHASE 3 C2 CO3]
0 Ft Water level 0
254.2 Ft
254.2 Ft � Survey abandoned [cable tension end of survey]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3 C2 C04 X for sequoia services
Work Order
Contract
Video Setup
5
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE 3 C2 C04
Depth
Shape
Size 8 by
ins
To PHASE 3 C2 C05
Depth
Material
Joint spacing
Ft
Direction Downstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PHASE 3 C2 C04]
0 Ft Water level 0
229 Ft
229.0 Ft {urvey abandoned [cable tension end of survey]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3 C2 SUMP X for sequoia services
Work Order
Contract
Video Setup
6
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE 3 C2 SUMP
Depth
Shape
Size 8 by
ins
To PHASE 3 C2SUMPf
Depth
Material
Joint spacing
Ft
Direction Downstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PHASE 3 C2 SUMP]
0 Ft Water level 0
En
47.1 Ft General Comment [water level in sump]
63.8 Ft
63.8 Ft --FSurvey abandoned [end of sump]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3 C2 C04 X for sequoia services
Work Order
Contract
Video Setup
7
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE 3 C2 C05
Depth
Shape
Size 8 by
ins
To PHASE 3 C2 C04
Depth
Material
Joint spacing
Ft
Direction Upstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
Start of Survey
0.0 Ft Manhole/Node [PHASE 3 C2 C05]
0 Ft Water level 0
189.5 Ft
3
0
LL
a
a
44.7 Ft --FGeneral Comment [water level in toe of riser]
189.5 Ft 4Survey abandoned [end of survey overlape]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]

Pipe Graphic Report of PLR PHASE 3C2SUMP Y X for sequoia services
Work Order
Contract
Video Setup
8
Facility
Operator nick
Van Ref
nc 3 Surveyed On
08/20/2020
Street Name
City
Location type
Surface
Survey purpose
Weather Showers
Pipe Use
Schedule length
Ft
From PHASE 3C2SUMP 1
Depth
Shape
Size 8 by
ins
To PHASE 3C2SUMP)
Depth
Material
Joint spacing
Ft
Direction Downstream
Lining
Year laid 2020
Pre -clean Y Last cleaned
8/20/2020
General note
Structural Service
Constructional
Location note
Miscellaneous Hydraulic
art of Survey
0.0 Ft Manhole/Node [PHASE 3C2SUMP Y]
0 Ft Water level 0
34 Ft
34.0 Ft —LSurvey abandoned [end of pipe]
JETCLEAN AMERICA INC. Phone: [phone]Fax: [phone]