7607_GreatOakMSWLF_CQARpt_Cell3B4&5_vol_3_amend_FID1456677_20201006

October 6, 2020

Mr. Ming-Tai Chao, P.E.
Environmental Engineer, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality
217 W Jones Street
Raleigh, North Carolina 27603

Subject: Summary of Amendments to the September 28, 2020
Construction Quality Assurance (CQA) Report – Volume 3
Cells 3B, 4, and 5
Great Oak Landfill
Facility Permit No. 7607-MSWLF-2015
Randolph County, North Carolina
BLE Project No. J20-13334-02

Dear Mr. Chao:

Bunnell-Lammons Engineering, Inc. (BLE) has amended the CQA report issued on September 28,
2020, per your e-mail dated October 2, 2020. BLE has re-issued a new hard copy of our CQA report
for your review. No modifications were made to the conclusions presented in our original CQA
report.

AMENDMENTS

1. Sections 3.3.1 and 3.3.3 and Appendix U
• Shop drawings and the manufacturer’s certifications HDPE pipe used for the LCS,
LDS, and cleanouts have been added to Appendix U. The HDPE pipe used for the
project meets the requirements in Part 2.01 and Table 0533-A.
2. Section 3.3.2
• The protective soil layer cover was construction in accordance with Parts 3.03 and
3.05 of the Technical Specific Section 312323.

3. Section 3.3.4 and Appendix V
• Language has been added to the ELL report to include wire type and installation
layout. In addition, Figure 2 wire installation has been added to the ELL report.
• The ELL report does not meet the requirements of ASTM D8265-2020 – Section 9.
It has been edited to exclude reference to ASTM D 8265. A revised ELL report is
included in Appendix X.

4. Section 3.3.5 and Appendix W
• A piping layout sketch which shows the identification of each clean out (CO) is
included in Appendix W.

Great Oak Landfill October 6, 2020
Construction of Cells 3B, 4, & 5 BLE Project No. J19-13334-02
Randleman, North Carolina
2
5.Anchor Trench Backfill
•The protective cover excavated to expose the geosynthetics for the ELL survey was
backfilled using a tracked mini-excavator after the ELL was completed. No density
tests of the protective cover were required for this project.
•Please note that the anchor trenches were backfilled with three approximately 8-inch
thick compacted lifts of structural fill shortly after the project geosynthetics were
installed. Density tests of each lift of the backfill were completed at a frequency of
approximately every 200 feet of anchor trench. The anchor trench backfill met the
compaction requirements of 95% of the soil’s maximum dry density at a moisture
content of +/- 3% of the soil’s optimum moisture content.
6.Appendix Q
•All of the meeting minutes for the Cells 3B, 4 and 5 construction have been inserted
in Appendix Q.
Please call us if you have questions concerning the amended Appendix documents.
Sincerely,
BUNNELL-LAMMONS ENGINEERING, INC.
Bjorn E. Sundquist, P.E. Jonathan P. Usher, P.E.
Senior Engineer Senior Engineer
Licensed, NC #42473 Licensed, NC #41611
Attachments
10-06-2020 10-06-2020
CONSTRUCTION QUALITY
ASSURANCE REPORT
VOLUME 3 OF 3
PROTECTIVE COVER LAYER,
LEACHATE DETECTION SYSTEM
(LDS), LEACHATE COLLECTION SYSTEM (LCS), ELECTRICAL LEAK
LOCATION, AND LEACHATE DETECTION SYSTEM
AND LEACHATE COLLECTION
SYSTEM VIDEO INSPECTION
CONSTRUCTION OF CELLS
3B, 4, AND 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
FACILITY PERMIT NO. 7607-MSWLF-2015
BLE Project Number J20-13334-02
September 28, 2020
09-28-202009-28-2020

1
September 28, 2020

Waste Management of South Carolina, Inc.
1047 Highway Church Road
Elgin, South Carolina 29045

Attention: Ms. Susan Harrison, P.E.
Manager of Engineering

Subject: Construction Quality Assurance Report
Volume 3 of 3
Protective Cover Layer, Leachate Detection System (LDS), Leachate Collection
System (LCS), Electrical Leak Location, and Leachate Detection System and
Leachate Collection System Video Inspection
Great Oak Landfill, Cells 3B, 4, and 5
Randleman, North Carolina
BLE Project Number J20-13334-02

Dear Ms. Harrison:

This Volume 3 of 3 of the Construction Quality Assurance (CQA) Report summarizes our
observations and construction quality assurance test results during installation of the Protective cover
layer, Leachate Detection System (LDS), Leachate Collection System (LCS), Electrical Leak
Location, and Leachate Detection System and Leachate Collection System Video Inspection for Cells
3B, 4, and 5. The construction tasks reported in this volume occurred from June 3, 2020 to August 26,
2020 at the Great Oak Landfill.

Bunnell-Lammons Engineering, Inc. (BLE) has monitored and documented the Cells 3B, 4, and 5
construction tasks listed below to determine if the construction was performed in accordance with the
project drawings, specifications, and conditions, as approved by the North Carolina Department of
Environmental Quality (NC DEQ), Division of Waste Management. The report will be presented in
three volumes as outlined below.

Volume 1
• Subgrade preparation, and
• Proofrolling soil subgrade.

Volume 2
• Secondary 60-mil HDPE Geomembrane (Flexible Membrane Liner, FML),
• Leachate Detection System (LDS) Geocomposite,
• Reinforced Geosynthetic Clay Liner (GCL),
• Primary 60-mil HDPE Geomembrane (Flexible Membrane Liner, FML), and
• Leachate Collection System (LCS) Geocomposite

Construction of Cells 3B, 4, and 5 September 28, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina
2
Volume 3
•Protective cover layer,
•Leachate Detection System (LDS),
•Leachate Collection System (LCS),
•Electrical Leak Location, and
•Leachate Detection System and Leachate Collection System Video Inspection.
The purpose of this document is to report construction observations and testing by BLE and provide
the CQA report required by Title 15A, NCAC Subchapter 13B Section .1624 of the North Carolina
Solid Waste Management Rules and as outlined in the project specifications and the CQA Plan. To the
best of our knowledge, deviations from the plans and specifications are not substantial and are
indicated herein. It is our professional opinion that the construction was completed in accordance with
the following:
•The Construction Plans and Contract Documents,
•The CQA Plan,
•Requirements of NCDEQ Solid Waste Disposal Permit, and
•Acceptable Engineering Practices.
It is our professional opinion that the Protective Cover Layer, Leachate Detection System (LDS), and
Leachate Collection System (LCS), is in conformance with the project requirements. This statement is
based on the results of the monitoring and quality control/quality assurance procedures described in
this report.
Please call us if you have questions concerning the attached report.
Sincerely,
BUNNELL-LAMMONS ENGINEERING, INC.
Bjorn E. Sundquist, P.E. Jonathan P. Usher, P.E.
Senior Engineer Senior Engineer
Licensed, NC #42473 Licensed, NC #41611
Attachments
09-28-2020 09-28-2020

i
TABLE OF CONTENTS
VOLUME 1 PAGE
1.0 PROJECT DESCRIPTION 1-1
2.0 SUMMARY OF QUALITY CONTROL/QUALITY ASSURANCE PARTIES 1-2
2.1 RANDOLPH COUNTY, NORTH CAROLINA 1-2
2.2 WASTE MANAGEMENT OF CAROLINAS, INC. 1-2
2.3 PROMUS ENGINEERING, LLC 1-2
2.4 EARNHARDT GRADING 1-2
2.5 ENVIRONMENTAL SPECIALTIES INTERNATIONAL, INC 1-2
2.6 SURVEY CAROLINA PLLC 1-2
2.7 BUNNELL-LAMMONS ENGINEERING, INC. 1-2
3.0 CONSTRUCTION OBSERVATION AND TESTING 1-2
3.1 Cells 3B, 4, and 5 1-2
3.1.1 Site Preparation 1-3
3.1.2 Subgrade Preparation 1-3

VOLUME 2
3.2.1 SECONDARY 60-MIL HDPE GEOMEMBRANE (FML) 2-1
3.2.2 LEAK DETECTION SYSTEM (LDS) GEOCOMPOSITE 2-3
3.2.3 REINFORCED GEOSYNTHETIC CLAY LINER (GCL) 2-4
3.2.4 PRIMARY 60-MIL HDPE GEOMEMBRANE (FML) 2-4
3.2.5 LEACHATE COLLECTION SYSTEM (LCS) GEOCOMPOSITE 2-6
VOLUME 3
3.3.1 LEACHATE DETECTION SYSTEM 3-1
3.3.2 PROTECTIVE COVER 3-1
3.3.3 LEACHATE COLLECTION SYSTEM 3-2
3.3.4 ELECTRICAL LEAK LOCATION SURVEY 3-3
3.3.5 LEACHATE DETECTION AND COLLECTION SYSTEM VIDEO
INSPECTION 3-3
4.0 CONCLUSION 3-3

ii
APPENDICES

VOLUME 1

A FIGURES:
Site Location Map, Field Sketch – Cells 3B, 4, and 5, and Base Grade As-Built
Survey

B RECORDS OF DAILY OBSERVATIONS and PROJECT MEETINGS:
Structural Fill and Subgrade

C PHOTOGRAPHS:
Structural Fill and Subgrade

D REPORT OF GEOLOGIC OBSERVATIONS

E LABORATORY TEST RESULTS:
Structural Fill and Subgrade

F FIELD TEST RESULTS:
Structural Fill and Subgrade

G MATERIAL SUBMITTALS

VOLUME 2

H RECORDS OF DAILY OBSERVATIONS and PROJECT MEETINGS:
Geosynthetics Installation

I PHOTOGRAPHS:
Geosynthetics Installation

J REINFORCED GEOSYNTHETIC CLAY LINER (GCL)
CQA and MQC Conformance Documentation

K REINFORCED GEOSYNTHETIC CLAY LINER (GCL)
CQA Construction Documentation

iii

APPENDICES (continued)

L PRIMARY and SECONDARY HDPE GEOMEMBRANE (FML):
CQA and MQC Conformance Documentation

M PRIMARY and SECONDARY HDPE GEOMEMBRANE (FML):
CQA Construction Documentation and FML As-Built Drawings

N INTERFACE FRICTION TEST RESULTS

O LEACHATE DETECTION SYSTEM GEOCOMPOSITE
CQA and MQC Conformance Documentation

P LEACHATE COLLECTION SYSTEM GEOCOMPOSITE
CQA and MQC Conformance Documentation

VOLUME 3

Q RECORDS OF DAILY OBSERVATIONS AND PROJECT MEETINGS:
Leachate Detection System, Protective Cover, Leachate Collection System

R PHOTOGRAPHS:
Leachate Detection System, Protective Cover, Leachate Collection System

S LABORATORY and CONFORMANCE TEST RESULTS:
Protective Cover, Leachate Collection System, Nonwoven Geotextile

T PROTECTIVE COVER AS-BUILT SURVEY

U MATERIAL SUBMITTALS
Leachate Detection System and Leachate Collection System Stone

V REPORT OF ELECTRICAL LEAK LOCATION SURVEY

W VIDEO INSPECTION OF LEACHATE DETECTION SYSTEM AND
LEACHATE COLLECTION SYSTEM

Construction of Cells 3B, 4, and 5 September 28, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

3-1
The discussion of the subgrade and compacted soil liner construction is presented in Volume 1 of this
report. The discussion of the installation of the secondary and primary geomembrane, the leachate
detection system geocomposite, and the leachate collection system geocomposite is presented in Volume
2 of this report.
3.3.1 Leachate Detection System (LDS)
The LDS consists of approximately 1,970 lf of perforated 8-inch diameter, SDR 11 HDPE pipe,
surrounded by NCDOT No. 57 stone on top of an LDS geocomposite. The LDS geocomposite
installation was described in volume 2 of this report. Approximately 160 lf of solid wall 8-inch
diameter, SDR 11 HDPE pipes serve as the clean-out accesses for the LDS perforated pipes. The
clean-outs are located on the north and west sides of the cells. The leachate detection system pipe
perforations are 5/8-inch in diameter positioned in four rows at 90-degrees and spaced 4-inches on
center staggered along the length of the pipe. Sections of the perforated LDS pipe were joined by
fusion welding. The LDS perforated pipe, stone, and geocomposite overlays the secondary textured
60-mil geomembrane, and is overlain by the GCL, which is overlain by the primary textured 60-mil
HDPE geomembrane. The leachate detection system drains by gravity to the northeast end of the
cells, where it ties into the existing Cell 3A leachate detection system.

The NCDOT No. 57 stone was provided by Martin Marietta’s Asheboro Quarry. A gradation
provided by Martin Marietta is included in Appendix U. BLE performed laboratory testing and
conformance testing of the NCDOT No. 57 stone as specified in the Construction Quality
Assurance (CQA) Plan. The results of laboratory testing and conformance documents are presented
in Appendix S of this report.

BLE conducted particle size analyses in accordance with ASTM D422, calcium carbonate tests in
accordance with ASTM D4373, and a constant head permeability test in accordance with ASTM
D2434. The particle size distribution, provided in Appendix S, indicates that the stone used in Cells
3B, 4 and 5 meets the requirements for NCDOT No. 57 stone. The calcium carbonate equivalence
for the leachate collection stone was determined to be a maximum of 5.5%, which meets the project
requirements. The permeability of the NCDOT No. 57 stone was 15.9 cm/s which meets the project
requirements.
3.3.2 Protective Cover
The protective cover layer consists of a minimum 2-foot thick layer of mechanically screened
material with a maximum particle size less than 3 inches of sandy silt and sandy clay soils borrowed
from earthwork cut areas within the cell limits, and stockpiled northwest of the proposed Cells 3B,
4, and 5. The protective cover borrow soils meet the project requirements and were approved for
use in the protective cover soil layer for Cells 3B, 4, and 5. Laboratory test results are presented in
Appendix S of this volume of the CQA report. Based on our laboratory testing and our observations
during installation, the protective cover meets the project requirements.

Construction of Cells 3B, 4, and 5 September 28, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

3-2
The protective cover installation was monitored on a full-time basis by the CQA engineering
technician.

Protective cover soil haul roads, a minimum of 4 feet thick, were constructed by low ground-
pressure bulldozers spreading material hauled to the cell area by articulated, off-road haul trucks in
the cell floor of Cells No. 3B, 4, and 5. The protective cover soil was placed on existing protective
cover and spread outwards over previously placed leachate collection system geocomposite using
the low ground pressure bulldozers. The surface of the geocomposite was inspected, as it was
covered, for distress including excessive slack or tension, folds, and/or trampolining, throughout the
workday.

An as-built survey of the top of the protective cover soils, prepared by Survey Carolina, PLLC, is
presented in Appendix T of this report. A review of the as-built survey demonstrated a minimum
thickness of 2.0 feet of protective cover soils were ultimately placed over the cell. (The total
thickness of the geosynthetics is 0.09 feet; therefore, the total minimal protective cover thickness
above the base grades shown on the as-built survey is 2.09 feet.)
3.3.3 Leachate Collection System (LCS)
The leachate collection system consists of approximately 1,970 lf of perforated 8-inch diameter,
SDR-11 HDPE pipe, surrounded by NCDOT No. 57 stone underlain and wrapped with an 8 osy
nonwoven geotextile. The LCS nonwoven geotextile, pipe, and stone are installed on top of the
LCS geocomposite described in volume 2 of this report. The LCS includes approximately 400 lf of
solid wall 8-inch diameter, SDR 11 HDPE pipes, which serve as the clean-out accesses for the
perforated pipes. The clean-outs are located on the north and west sides of the cells. The leachate
collection pipe perforations are 5/8-inch in diameter positioned in four rows at 90-degrees and
spaced 4-inches on center staggered along the length of the pipe. Sections of the perforated LCS
pipe were joined by fusion welding. The leachate collection pipes are surrounded by NCDOT No.
57 stone. An 8-osy non-woven geotextile was installed underneath and wrapped around the
NCDOT No. 57 to serve as a filter between the protective cover soil and stone, and to protect the
top of the stone from siltation. The top part of the 8 osy nonwoven geotextile will be removed from
the top of the stone prior to placement of waste over the leachate collection system. The leachate
collection system drains by gravity to the northeast end of the cells, where it ties into the existing
Cell 3A leachate collection system.

BLE conducted particle size analyses in accordance with ASTM D422, calcium carbonate tests in
accordance with ASTM D4373, and a constant head permeability test in accordance with ASTM
D2434. The particle size distribution, provided in Appendix S, indicate that the stone used in Cells
3B, 4 and 5 meets the requirements for NCDOT No. 57 stone. The calcium carbonate equivalence
for the leachate collection stone was determined to be a maximum of 5.5%, which meets the project
requirements. The permeability of the NCDOT No. 57 stone was 15.9 cm/s which meets the project
requirements.

Construction of Cells 3B, 4, and 5 September 28, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

3-3
The 8 osy nonwoven geotextile used for this LCS is SKAPS GE180. The geotextile is composed of
100 percent polypropylene staple fibers which are needle-punched. In accordance with the
Technical Specifications and CQA Plan, one sample from the rolls of 8 osy nonwoven geotextile
was selected by the manufacturer for MQC testing and by BLE for CQA testing. The MQC and
CQA test results are provided in Appendix S of this report. The MQC and CQA tests all achieved
or exceeded the specified minimum test values. Following review of the CQA and MQC test
results, the 8 osy nonwoven geotextile was approved for use in Cells 3B, 4 and 5.
3.3.4 Electrical Leak Location (ELL)
The covered primary geomembrane was surveyed using the Dipole Method (ASTM D 7007). The
Dipole Method is used for geomembranes covered by soil, aggregates, water, or other conductive
materials. High voltage is applied to the materials covering the geomembrane, and the power source
is grounded to the earth beneath the geomembrane. A mobile dipole is used in a grid pattern above
the geomembrane and cover soils to measure and record voltage over the survey area. The voltage is
recorded in real time by a data collector and is graphed for post survey review. If a puncture is
detected, current will exit the hole in all directions. The resulting pattern generated by the data
collector display is known as a “bull’s eye pattern”. The data from the collector will be used to
show potential leak areas on the post survey mapping.

The ELL survey was performed on September 9, 10, and 11, 2020. No leaks were detected. The
ELL report is presented in Appendix V.
3.3.5 Leachate Detection System and Leachate Collection System Video Inspection
On September 1 and September 24, 2020, the leachate detection system and leachate collection
system pipes and cleanouts were cleaned with high-pressure water, and a camera inspection was
completed for each. No defects to the leachate detection system and leachate collection system
pipes and cleanouts were noted during the camera inspections. The results of the camera inspections
are included in Appendix W.

4.0 CONCLUSION
In conclusion, it is our professional opinion and we therefore certify that the Cells No. 3B, 4, and 5
construction consisting of:

• Mass excavation, structural fill, and subgrade preparation,
• Secondary 60-mil textured HDPE geomembrane installation,
• Leak Detection System (LDS) installation,
• Reinforced geosynthetic clay liner (GCL) installation,
• Primary 60-mil textured HDPE geomembrane installation,
• Leachate Collection System (LCS) installation, and
• Protective cover construction

has been constructed in accordance with the following:

Construction of Cells 3B, 4, and 5 September 28, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

3-4

• The Construction Plans and Contract Documents,
• The CQA Plan,
• Requirements of NCDEQ Solid Waste Disposal Permit, and
• Acceptable Engineering Practices.

Presentation of this CQA Report concludes the CQA monitoring and reporting for the Cell No. 3B,
4, and 5 construction.

PROJECT MEETINGS
RECORD OF DAILY OBSERVATIONS &
APPENDIX Q
RECORD OF DAILY OBSERVATIONS
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/03/2020
07:00
18:30
11.00
80
03/16/2020
James Fortson
Mauricio Moreno
4
67
88
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued placing structural fill along the western half of the proposed cell, using 2 CAT D6N
dozers, 2 CAT 740 off-road dump trucks, and 1 CAT 815 compactor.

2. Contractor re-graded and re-rolled the leachate corridor in the eastern half of the cell, using 1 CAT D6N and 1
CAT smooth drum compactor.

3. FML was being deployed in the easter hafl of the cell. Contractor continued to apply water and smooth drum
roll all surfaces ahead of deployment, using 1 CAT smooth drum compactor and 1 off-road water truck.
N/A
1. Observed placement of structural fill in the western half of the proposed cell.

2. Observed re-grading and re-rolling the eastern leachate collection corridor.

3. Observed contractor applying water and re-rolling subgrade surface along the eastern half of the cell.

4. Performed 6 nuclear density tests along top of subgrade. All tests passed 95% compaction by standard
proctor.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/03/2020Graded, placed, and compacted structural fill Regraded and rerolled leachate collection corridorAdded moisture and re-rolled surface prior to FML deployment
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/15/2020
0700
1800
10.00
92
03/16/2020
James Fortson Mr. Anthony Wilson PFF
4
4
56
63
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor installed No. 57 stone and 8-inch HDPE perforated pipe in the leachate collection corridor for the
leak detection system using 2 CAT 740 off-road dump trucks, 1 CAT 326 super long reach excavator, and 8
laborers with flat-tipped shovels. All leak detection pipe was laid on 4-inches of No. 57 stone before additional
stone was added. All stone was measured to a thickness of 12-inches after all stone was placed over the pipe.

2. PFF welded 2 previously welded sections of 8-inch HDPE leak detection pipe together for placement into the
leachate corridor.
N/A
Observed contractor's activities.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/15/2020Placed No. 57 stone and 8-inch perforated leak detection pipe in the leachate corridor.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/19/2020
0700
1545
8.25
96
03/16/2020
James Fortson
Mauricio Moreno
4 64
81
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued cleaning off washed silt off from around the previously placed No. 57 stone in the leak
detection corridor, using 3 laborers with shovels and a leaf blower.

2. Contractor repositioned HDPE leak detection pipe into the leachate collection corridor and continued to place
No. 57 stone along the northeastern corner of the cell using 3 laborers and 1 CAT 326 super long reach
excavator.
N/A
1. Observed cleaning washed silt from around the leachate collection corridor.

2. Observed placing pipe and stone in leachate collection corridor for the leak detection layer.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/19/2020Placed pipe and leak detection stone in leachate collection corridor. Cleaned washed silt.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/22/2020
0600
1700
10.00
99
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
4
4 71
88
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to clean washed silt out of previously placed No. 57 stone in the leachate corridor, using
1 CAT 326 Super Long Reach excavator and 8 laborers with shovels.

2. Contractor began to fill in rills from previous rain events using 1 CAT D6N dozer, 1 CAT 740 off-road dump
truck, and 1 CAT smooth-drum compactor.

3. Contractor began excavating leachate corridor trench along the southwestern quadrant using 1 CAT 336
excavator and 1 CAT D6N dozer.
N/A
1. Observed cleaning washed silt out of previously placed rock.

2. Observed filling in rills along western half of cell.

3. Observed excavation of leachate collection corridor.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/22/2020Cleaned washed silt out of previously placed rockFilled in rills from previous rain eventExcavated leachate collection corridor
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/23/2020
06:00
17:30
10.50
100
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
4 4 68
85
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to clean washed silt out of previously placed No. 57 stone in the leachate corridor, using
1 CAT 326 Super Long Reach excavator and 8 laborers with shovels.

2. Contractor continued to fill in rills from previous rain events, using 1 CAT D6N dozer, 1 CAT 740 off-road dump
truck, and 1 CAT smooth-drum compactor.

3. Contractor continued excavating leachate corridor trench along the western half of the proposed cell, using 1
CAT 336 excavator, 1 CAT D6N dozer, and 1 CAT smooth-drum compactor.

4. Contractor excavated anchor trench along the western edge of the proposed cell, using 1 CAT 336 excavator
and 1 laborer.
N/A
1. Observed cleaning washed silt out of previously placed rock.

2. Observed filling in rills along western half of cell.

3. Observed excavation of leachate collection corridor.

4. Observed excavation of anchor trench along western edge of proposed cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/23/2020Cleaned washed silt out of previously placed rockFilled in rills from previous rain eventExcavated leachate collection corridorExcavated anchor trench
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/24/2020
0600
1700
10.50
101
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
Survey Carolina
4
68
85
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor cleaned southern tie-in and around repairs on the southern tie-in for future secondary liner
deployment, using 1 mini-excavator and 3 laborers with shovels.

2. Contractor removed washed silt and re-rolled leachate collection corridor trenches along the western half of the
proposed cell, using 1 CAT D6N dozer and 1 CAT smooth-drum compactor.

3. Contractor repaired containment berm in the northeastern corner of the proposed cell, using 1 CAT 326 Super
Long Reach excavator and 1 CAT D6N dozer.

4. PFF continued to weld 8-inch HDPE pipe for future leak detection piping.
N/A
1. Observed cleaning southern tie-in for future liner deployment.

2. Observed cleaning and re-rolling leachate collection corridors.

3. Observed repairing containment berm in the northeastern corner.

4. Observed PFF welding 8-inch HDPE leak detection piping.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/24/2020Cleaned and re-rolled leachate corridor trenchCleaned washed silt from southern tie-inRepaired section of containment berm
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/25/2020
0600
1400
7.5
102
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
4
4
69
84
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued cleaning southern tie-in and around repairs on the southern tie-in for future secondary
liner deployment, using 5 laborers with shovels.

2. PFF continued to weld 8-inch HDPE pipe for future leak detection piping in the northeastern corner. New leak
detection pipe was welded to existing leak detection piping.

N/A
1. Observed cleaning southern tie-in for future liner deployment

2. Observed PFF welding 8-inch HDPE leak detection piping.

3. Obtained and shipped sample of No. 57 stone for sieve analysis and permeability testing.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/25/2020Cleaned washed silt from southern tie-inFinished welding leak detection piping
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/26/2020
0600
1930
13.0
103
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
4
64
86
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor re-rolled and re-graded leachate collection corridor trench, with 1 CAT D6N dozer and 1 CAT
smooth drum compactor.

2. Contractor continued to place No. 57 stone along the leak detection trench in the northeastern corner of the
proposed cell, using 3 laborers and 1 CAT 326 super long reach excavator.

3. Contractor placed No. 57 stone and 8-inch leak detection piping in the leachate corridor along the western half
of the proposed cell, using 5 laborers and 1 CAT 326 super long reach excavator.

N/A
1. Observed re-grading and re-rolling leachate collection corridor trench.

2. Observed placing No. 57 stone along the leak detection pipe in the northeastern corner.

3. Observed placing pipe and No. 57 stone in the leak detection trenches on the western half of the proposed
cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/26/2020Finished placing No. 57 stone around leak detection pipePlaced pipe and stone in leak detection trenchre-graded and re-rolled leak detection trench
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/29/2020
0600
1830
12.0
106
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
4
69
88
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor placed No. 57 stone and 8-inch leak detection piping in the leachate corridor along the western half
of the proposed cell, using 5 laborers and 1 CAT 326 super long reach excavator.

2. PFF continued to weld 8-inch HDPE perforated leak detection pipe for future installation into the leak detection
corridor trench.

N/A
1. Observed placing pipe and No. 57 stone in the leak detection trenches on the western half of the proposed
cell.

2. Observed PFF welding 8-inch HDPE perforated leak detection pipe for future installation.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/29/2020Finished placing stone in leak detection trenchPlaced pipe and stone into leak detection trench
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
06/30/2020
0600
1800
12.0
107
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
Survey Carolina
4
70
85
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor finished excavating and rolling north leachate collection corridor trench, using 1 CAT 336 excavator,
1 CAT D6N, and 1 CAT smooth drum compactor.

2. Contractor smooth drum compacted subgrade surface, using 1 CAT smooth drum compactor.

3. Contractor continued excavating northern anchor trench, using 1 CAT 336 excavator.

4. Contractor moved screen to another location on-site, for future protective cover screening operations.

5. Contractor cleaned off area along the southern tie-in to make additional repairs to existing liner system, using 4
laborers and 1 CAT 326 super long reach excavator.
N/A
1. Observed preparation of leachate collection corridor trench.

2. Observed smooth drum rolling of subgrade surface.

3. Observed excavation of northern anchor trench.

4. Observed cleaning off southern tie-in.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/30/2020Finished excavating and preparing leachate collection corridorSmooth drum compacted subgradeExcavated anchor trenchCleaned off tie-in
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/01/2020
06:00
18:00
12.0
108
03/16/2020
James Fortson
Mauricio Moreno
Anthony Wilson PFF
4
4 69
87
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor finished placing pipe and stone in the northern, recently excavated, leachate collection corridor
trench for the leak detection system. Rock was placed, using 2 laborers and 1 CAT 326 super long reach
excavator.

2. Contractor filled in rills, finished grading containment berm, and removed excess soil from the excavated
leachate collection corridor, using 1 CAT D6N dozer and 1 CAT smooth drum compactor.

N/A
1. Observed placement of pipe and rock in the northern leachate collection corridor trench.

2. Observed filling in rills and removing excess soil in the northwestern corner.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/01/2020Placed 8-inch perforated leak detection pipe and stone in leachate corridorFilled in rills and smooth drum compacted subgrade surface
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/02/2020
0600
1800
12.0
109
03/16/2020
James Fortson
Mauricio Moreno
Survey Carolina
4
4 68
88
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen soil for future use for protective cover.

N/A
1. Observed screening operations.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/06/2020
06:00
16:30
10.50
113
03/16/2020
James Fortson
Mauricio Moreno
4
4 69
88
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell, for future use as protective cover.

N/A
1. Observed screening activities
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/07/2020
06:00
14:30
8.50
114
03/16/2020
James Fortson
Mauricio Moreno
4
4 71
85
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell, for future use as protective cover.

N/A
1. Observed screening activities.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/08/2020
06:00
15:30
9.50
115
03/16/2020
James Fortson
Mauricio Moreno
4
4
4 71
87
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material, north of the proposed cell, for future use as protective cover.

2. A rain event occurred on site, at approximately 15:00.

N/A
1. Observed screening activities.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/08/2020
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/09/2020
06:00
17:00
11.0
116
03/16/2020
James Fortson
Mauricio Moreno
4 4 71
86
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material, north of the proposed cell, for future use as protective cover.

2. Contractor began moving geomembrane and GCL, from on-site stockpile to the cell area, for future use in the
proposed cell, using 1 CAT forklift.

N/A
1. Observed contractor's activities.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/10/2020
06:00
16:00
10.0
117
03/16/2020
James Fortson
Mauricio Moreno
4
71
91
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell for future use as protective cover.
N/A
1. Observed screening activities.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/14/2020
06:00
18:30
12.5
121
03/16/2020
James Fortson
Mauricio Moreno
4
71
89
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell for future use as protective cover.

2. Contractor began placing protective cover soils along the eastern half of the proposed cell, using 2 CAT D6N
dozers and 3 CAT 740 off-road dump trucks.
N/A
1. Observed screening activities.

2. Observed placement of protective cover soils along the eastern half of the proposed cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/14/2020Placement of Protective Cover soils
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/15/2020
06:00
16:30
10.5
122
03/16/2020
James Fortson
Mauricio Moreno
4
71
91
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell for future use as protective cover.

2. Contractor continued placing protective cover soils along the eastern half of the proposed cell using 2 CAT
D6N dozers and 3 CAT 740 off-road dump trucks.
N/A
1. Observed screening activities.

2. Observed placing protective cover soils along the eastern half of the proposed cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/15/2020Placed protective cover soils
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/16/2020
0600
1530
9.5
123
03/16/2020
James Fortson
Mauricio Moreno
4
73
89
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell, for future use as protective cover.

2. Contractor continued placing and grading protective cover soils along the eastern half of the proposed cell,
using 2 CAT D6N dozers and 3 CAT 740 off-road dump trucks.
N/A
1. Observed screening activities.

2. Observed placement of protective cover soils along the eastern half of the proposed cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/16/2020Placement of protective cover soils
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/17/2020
0530
1500
9.5
124
03/16/2020
James Fortson
AJ Russ
4
75
92
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued to screen material north of the proposed cell, for future use as protective cover.

N/A
1. Observed screening activities.

Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
200100200400
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/20/2020
0600
1500
9
127
03/16/2020
James Fortson
AJ Russ
4
74
95
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

N/A
1. Observed screening activities.

Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/21/2020
0600
1600
9
128
03/16/2020
James Fortson
AJ Russ
4
73
93
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

N/A
1. Observed screening activities.

Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/22/2020
06:00
18:30
12.5
129
03/16/2020
James Fortson
AJ Russ
4
71
93
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor began placing protective cover along the western slope of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

N/A
1. Observed screening activities.

2. Observed placement of protective cover.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/22/2020Began placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/23/2020
06:00
18:00
12
130
03/16/2020
James Fortson
AJ Russ
4 4 71
90
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover, north of the proposed cell area.

2. Contractor continued placing protective cover along the western slope of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers. The contractor decided to halt work at 18:00, due to rainy
conditions.

N/A
1. Observed screening activities.

2. Observed placement of protective cover
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/23/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/24/2020
06:00
16:30
10.5
131
03/16/2020
James Fortson
4 4 70
87
STRUCTURAL FILL PLACEMENT
4 GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western slope of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

3. Contractor built and shaped containment berm in the southwestern corner of the proposed cell, using 1 CAT
mini-excavator.

N/A
1. Observed screening activities.

2. Observed placement of protective cover.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/24/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/27/2020
0600
1900
13.0
134
03/16/2020
James Fortson
4
71
90
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

N/A
1. Observed screening activities.

2. Observed placement of protective cover.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/27/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/28/2020
0600
1800
12.0
135
03/16/2020
James Fortson
4
73
91
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

N/A
1. Observed screening activities.

2. Observed placement of protective cover
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/28/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/29/2020
1300
1700
4.0
136
03/16/2020
James Fortson
4
4
73
91
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers. Contractor started placing protective cover at 13:00 due to wet
conditions from a rain event the prior evening. Work was also halted at 1700 due to another rain event.

N/A
1. Observed screening activities.

2. Observed placement of protective cover
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040007/29/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
07/30/2020
1300
1700
4.0
137
03/16/2020
James Fortson
4
4
73
91
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. No work was performed in the proposed cell by the contractor due to excessively wet conditions.

N/A

Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/03/2020
09:00
12:00
3.0
141
03/16/2020
Raphael Debaty
71
82
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell, using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

Inclement weather began at 11:00. Contractor continued to screen soils, but halted work in the cell footprint.

N/A
1. Observed screening activities.

2. Observed placement of protective cover.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/03/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/04/2020
13:00
19:00
6.0
142
03/16/2020
Raphael Debaty
68
86
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell using 3 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

Due to previous inclement weather, work was not performed in the project area until 13:00.

N/A
1. Observed screening activities.

2. Observed placement of protective cover.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/04/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/05/2020
07:00
18:15
11.25
143
03/16/2020
Raphael Debaty
71
85
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell, using 4 CAT 740
off-road dump trucks and 2 CAT D6N dozers.

N/A
1. Observed screening activities.

2. Observed placement of protective cover.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/05/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/06/2020
06:30
17:00
10.50
144
03/16/2020
Raphael Debaty
68
86
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued screening protective cover north of the proposed cell area.

2. Contractor continued placing protective cover along the western half of the proposed cell using 4 CAT 740
off-road dump trucks and 1 CAT D6N dozer.

3. Contractor used CAT349F excavator, CAT D6N, and 2 off-road dump trucks to remove additional cover
material and relocate to edge of protective cover.
N/A
1. Observed screening activities.
2. Observed placement of protective cover, no damage to underlying geosynthetics was observed.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/06/2020Continued placement of protective cover
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/10/2020
6:30 AM
6:00 PM
11.5
148
03/16/2020
A.J. Russ
4 71
86
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued screening protective cover north of the proposed cell area.
2. Contractor continued placement of protective cover along the eastern section of the proposed cell using (4)
CAT 740 Articulated Trucks and (2) CAT D6N Dozers.

N/A
1. Observed screening of protective cover material north of proposed cell area.
2. Observed placement of protective cover along eastern section of proposed cell. Took photos of daily operation.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/10/2020Continued placement of protective cover material along eastern section of proposed cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/11/2020
6:30 AM
6:00 PM
11.5
149
03/16/2020
A.J. Russ
4
4 71
85
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued screening protective cover north of the proposed cell area.
2. Contractor continued placement of protective cover along the northwestern section of the proposed cell using
(2) CAT 740 Articulated Trucks, CAT 349F Excavator and (2) CAT D6N Dozers. Protective cover material was
stockpiled along western section of cell and loaded using excavator. Material was end dumped and spread with
dozers.

N/A
1. Observed screening of protective cover material North of proposed cell area.
2. Observed placement of protective cover along north-central section of proposed cell. Took photos of daily
operation.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/11/2020Continued placement of protective cover material along eastern section of proposed cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/12/2020
6:30 AM
4:00 PM
9.5
150
03/16/2020
A.J. Russ
4 72
85
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
4 PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued screening protective cover north of the proposed cell area.
2. Contractor continued placement of protective cover along the northeastern section of the proposed cell using
(2) CAT 740 Articulated Trucks and (2) CAT D6N Dozers. Protective cover material was end dumped by
articulated trucks and spread with dozers.

N/A
1. Observed screening of protective cover material north of proposed cell area.
2. Observed placement of protective cover along northeastern section of proposed cell. Took photos of daily
operation.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/12/2020Continued placement of protective cover material along northeastern section of proposed cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/19/2020
7:00 AM
5:00 PM
10
157
03/16/2020
A.J. Russ
4
4 67
85
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued fusion welding 8" diameter LCS pipe and used CAT 307C Mini Excavator to trench along
western section of proposed Cell for leachate collection system installation. Trench was lined with geotextile
fabric and #57 drainage aggregate was placed as bedding (minimum 4") prior to placement of LCS pipe.
Contractor used CAT 924K Loader to set LCS pipe along trench and CAT 349F Excavator to backfill with #57
drainage aggregate.
2. Contractor used CAT 349F Excavator and CAT 740 Articulated Truck to remove excess protective cover
material from proposed Cell.
N/A
1. Observed/Recorded fusion welding, trenching and placement of leachate collection system along western
section of proposed Cell. LCS pipe was installed in accordance with leachate collection system details on sheet 7
of plans.
2. Observed removal of excess protective cover material from proposed Cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/19/2020Contractor continued fusion welding, trenching and placement of perforated 8” Dia. LCS pipe along western section of proposed Cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/20/2020
7:00 AM
6:00 PM
11
158
03/16/2020
A.J. Russ
4
4
68
81
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued fusion welding 8" diameter LCS pipe and used CAT 307C Mini Excavator to trench along
southern section of proposed Cell for leachate collection system installation. Trench was lined with geotextile
fabric and #57 drainage aggregate was placed as bedding (minimum 4") prior to placement of LCS pipe.
Contractor used CAT 924K Loader to set LCS pipe along trench and CAT 349F Excavator to backfill with #57
drainage aggregate.
2. Contractor used CAT D6N Dozer, CAT 349F Excavator and CAT 740 Articulated Truck to remove excess
protective cover material from proposed Cell.
N/A
1. Observed/Recorded fusion welding, trenching and placement of leachate collection system along southern
section of proposed Cell. LCS pipe was installed in accordance with leachate collection system details on sheet 7
of plans.
2. Observed removal of excess protective cover material from proposed Cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/20/2020Contractor continued fusion welding, trenching and placement of perforated 8” Dia. LCS pipe along western section of proposed Cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/21/2020
7:00 AM
11:00 AM
4
159
03/16/2020
A.J. Russ
4 69
77
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued fusion welding 8" Dia. LCS pipe and used CAT 307C Mini Excavator to trench along
eastern section of proposed Cell for leachate collection system installation. Trench was lined with geotextile fabric
and #57 drainage aggregate was placed as bedding (minimum 4") prior to placement of LCS pipe. Contractor
used CAT 924K Loader to set LCS pipe along trench and CAT 349F Excavator to backfill with #57 drainage
aggregate.
2. Contractor used CAT D6N Dozer, CAT 349F Excavator and CAT 740 Articulated Truck to remove excess
protective cover material from proposed Cell.
N/A
1. Observed/Recorded fusion welding, trenching and placement of leachate collection system along eastern
section of proposed Cell. LCS pipe was installed in accordance with leachate collection system details on sheet 7
of plans.
2. Observed removal of excess protective cover material from proposed Cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/21/2020Contractor continued fusion welding, trenching and placement of perforated 8” Dia. LCS pipe along eastern section of proposed Cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/24/2020
1:00 PM
5:00 PM
4
162
03/16/2020
A.J. Russ
4 70
82
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued installation of 8" Dia. Pipe for LCS along eastern section of proposed Cell. Contractor
used CAT 307C Mini Excavator to trench for placement of LCS. Trench was lined with geotextile fabric and #57
drainage aggregate was placed as bedding (minimum 4") prior to placement of LCS pipe. Contractor used CAT
924K Loader to set LCS pipe along trench and CAT 349F Excavator to backfill with #57 drainage aggregate.
Geotextile fabric was placed over #57 aggregate (overlapped) and heat bonded to seal.
N/A
1. Observed/Recorded fusion welding, trenching and placement of leachate collection system along eastern
section of proposed Cell. LCS pipe was installed in accordance with leachate collection system details on sheet 7
of plans.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/24/2020Contractor continued fusion welding, trenching and placement of perforated 8” Dia. LCS pipe along eastern section of proposed Cell.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/25/2020
7:00 AM
5:00 PM
10
163
03/16/2020
A.J. Russ
4
4 69
87
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued installation of LCS along northeastern corner of proposed Cell. Contractor used CAT
307C Mini Excavator to trench for placement of LCS along northeastern corner and for solid cleanout risers along
northern perimeter. Each trench was lined with geotextile fabric and #57 drainage aggregate was placed as
bedding (minimum 4") prior to placement of LCS pipe. Contractor used CAT 924K Loader to set LCS pipe along
trench and CAT 349F Excavator to backfill with #57 drainage aggregate. Geotextile fabric was placed over #57
aggregate (overlapped) and heat bonded to seal.
2. Jetclean America on site today for pipeline inspection of existing leachate collection tie-in at northeastern
corner of proposed Cell. Existing pipeline was found to be in good condition with no problems identified.
N/A
1. Observed/Recorded trenching and placement of leachate collection system and solid cleanout risers along
northeastern section and northern perimeter of proposed Cell. LCS pipe was installed in accordance with
leachate collection system details on sheet 7 of plans.
2. Observed pipeline inspection of existing leachate collection tie-in along northeastern corner of proposed Cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/25/2020Contractor continued trenching and placement of perforated 8” Dia. LCS pipe along northeastern section of proposed Cell.Contractor continued trenching/placement of LCS pipe and solid cleanout risers along northern perimeter.
RECORD OF DAILY OBSERVATIONS
CLIENT:
DATE:Project Day Number
ARRIVAL TIME:Notice to Proceed Date:
DEPARTURE TIME:
WORK HOURS:
NAME
ONSITE BLE PERSONNEL:
WEATHER:
°F
TEMPERATURE
MORNING LOW:
DAYTIME HIGH:°F
SITE ACTIVITIES
CONTRACTOR ACTIVITIES:
TECHNICIAN ACTIVITIES:
RECORD REVIEWED & APPROVED BY:
Signature
REPRESENTING
CONSTRUCTION ISSUES:
VISITORS:
RAIN
WINDY
SUNNY
PTLY CLOUDY
CLOUDY
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
WASTE MANAGEMENT
08/26/2020
7:00 AM
5:00 PM
10
164
03/16/2020
A.J. Russ
4
69
88
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
4 LEACHATE COLLECTION SYSTEM OTHER
1. Contractor continued installation of LCS along northern perimeter of proposed Cell (completed). Contractor
used CAT 307C Mini Excavator to trench for placement of LCS and for solid cleanout risers along northern
perimeter. Each trench was lined with geotextile fabric and #57 drainage aggregate was placed as bedding
(minimum 4") prior to placement of LCS pipe. Geotextile fabric was placed over #57 aggregate (overlapped) and
heat bonded to seal.
2. Contractor used CAT 349F Excavator and CAT D6N Dozer to fine grade top of protective cover material
throughout proposed Cell. Survey crew (Survey Carolina) was on site for protective cover survey of proposed
Cell area.
N/A
1. Observed/Recorded trenching and placement of leachate collection system and solid cleanout risers along
northern perimeter of proposed Cell. LCS pipe was installed in accordance with leachate collection system details
on sheet 7 of plans.
2. Observed fine grading of protective cover material throughout proposed Cell area.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040008/26/2020Contractor continued trenching/placement of LCS pipe and solid cleanout risers along northern perimeter. (Completed)
CONSTRUCTION MEETING MINUTES

Pre-Construction Meeting - Minutes
Great Oak Landfill
Cells 3B, 4 & 5
March 12, 2020
10:00 AM

1. Introductions – sign-in sheet attached
a. Owner – Waste Management
i. Mike McFeeley –District Manager
ii. Susan Harrison – Project Manager
iii. Don Misenheimer – Environmental Protection Manager
iv. Bobby Owens – Operations Manager
b. Design Engineer – Promus Engineering
i. Rob Witcher
c. Construction Quality Assurance - BLE
i. Jonathan Usher - Construction Quality Assurance Manager
d. Contractor – Earnhardt Grading
i. Mark LeGrand – Construction Project Manager
ii. Marc Gilbert –Site Project Manager
e. Surveyor – Carolina Survey
f. Liner Install - ESI
g. Property Owner – Randolph County
i. Paxton Arthurs – County Engineer
2. Safety
a. All personnel on-site must complete WM required on-line safety training and obtain certificate of
completion.
b. Special guidelines related to coronavirus were distributed via email after the meeting.
c. Required personal protective equipment includes hard hat, steel-toed boots, and safety vest.
Equipment to be worn at all times for work performed in any area beyond the scale house. Those
found to be without the required equipment will be told to leave the site.
d. Contractors are responsible for the safety of their employees and must report any accidents or
injuries immediately to WM onsite personnel.
e. In case of site emergency, WM employees muster at shop. Contractor’s to designate a gathering
place for their employees.
3. Environmental
a. Mobile fuel truck to be used
b. Earnhardt to maintain SPCC plan
c. Use recovery system for equipment repairs to prevent spillage and onsite used fluid storage
d. Notify WM immediately of any spill
4. Schedule

a. Work Hours – Allowable onsite work hours are: M-Sat 6am-8pm; no Sunday activities allowed
i. Earnhardt indicated they plan to work M-F 12 hours each day; Saturdays will only be
used to makeup for rain delays
b. Updated schedule to be provided by Earnhardt March 13, 2020
i. Based on schedule WM will order materials; pipe will be for immediate delivery to allow
storm water installation
5. Site Access
a. All deliveries of equipment and supplies will be made through the front gate; Earnhardt has been
provided the gate code
i. Carolina Cat to install parts box within next two weeks at site entrance
b. All visitors, non-daily site personnel, to the site must sign-in at the scale house
c. WM shop is off-limits to all contractor or CQA personnel.
i. All Earnhardt employees to use their office trailer
ii. BLE personnel will store all equipment in vehicle
6. Current Activities
a. Earnhardt will complete clearing by next Wednesday, March 18
i. Additional small clearing area discussed near power line; clearing area will be expanded
to give ESI open access to construction area
ii. Currently burning debris; Earnhardt has burning permit and will complete within 30 days
b. Blasting
i. Drilling to begin Monday, March 16 to determine potential blast area based on resistance
1. BLE and Earnhardt to document based on field drill logs
ii. Blast plan will be prepared and submitted to NCDEQ for information two weeks prior to
blasting
iii. All blast events to be coordinated with WM personnel to ensure notification to neighbors
and County fire marshal
iv. Earnhardt to install monitors in shop, at leachate tank, and powerline
c. CQA
i. Observe drilling beginning Monday, March 16
ii. Perform inventory of existing onsite liner materials and verify certs– GCL enclosed in liner
for protection
iii. Obtain extensive samples for proctors
iv. Provide list of submittals to Earnhardt
1. Submittals to be provided to both BLE and Promus for review
v. Provide daily reports to Rob Witcher, Mark LeGrand, Josh Earnhardt and Susan
Harrison.
vi. Obtain approval from Promus to use density gauge that doesn’t require isolation storage
vii. Subgrade must be inspected by BLE geologist prior to placement of structural fill;
minimum 72-hour notice
7. Design Clarification
a. Primary and secondary leachate lines are slightly off as located by control points.
i. Per Rob Witcher, place both lines in low point along the cell; ensure as-built correctly
shows location
b. Wells & Piezometers – all piezometers have been abandoned within the work area; wells should
be clearly marked
c. Piping – all piping should be debeaded to allow for camera to move smoothly
d. Liner tie-in – uncovering of existing liner edge along Cells 1B, 2 and 3A should not be performed
until immediately before liner installation to ensure waste is not left uncovered and/or leachate
does not enter the new cell area. Maintenance of the tie-in area is the responsibility of Earnhardt.
1. If there is overfill in the area, WM will assist in removal

e. Rock - as clean rock is removed following blasting, it can be placed adjacent to the onsite
crusher rather than in soil stockpile.
f. Subgrade surface – specification for subgrade surface are 3” < rock protrusion whether cut or
structural fill
g. Survey – Earnhardt will use a drone to verify elevations in comparison to most recent aerial

From:Harrison, Susan
To:Jonathan Usher
Subject:FW: Great Oak - Cells 3B-5 - Construction Meeting Notes
Date:Monday, April 13, 2020 14:30:17
Attachments:image003.png
Jonathan,

Ming asked about meeting minutes which I did not formally issue.  Below are a few notes I took.  As
he reminded me, minutes are meant to be included in the CQA document.  Please catalog and
include these.

I will try to remember to send you notes after each meeting going forward.

Thanks,

Susan

From: Harrison, Susan 
Sent: Monday, April 13, 2020 2:10 PM
To: 'Chao, Ming-tai' <[e-mail]>
Subject: Great Oak - Cells 3B-5 - Construction Meeting Notes

Ming,

I did not issue formal meeting minutes but took notes in OneNote.  I am copying those for your
information below.

Skype Meeting Attendees:
Mike McFeeley, Don Misenheimer, Mark LeGrand, Marc Gilbert, Josh Earnhardt, Bjorn Sundquist,
Jonathan Usher, Ming Chao, Christine Ritter, Chuck Kutcher

1. Earnhardt has cleared and begun excavation; approx. 40k cu yds so far
2. Blasting - expect to begin Thursday and Friday
3. Screener was mobilized to site; expect to begin Thursday
4. Safety & Health - COVID-19 social distancing begin employed; have both Earnhardt and WM
letter for site access
a. Susan to send letter to Jonathan for BLE site access
5. CQA - James Fortune, BLE, to be onsite Thursday to provide inspection and obtain samples for
proctors
6. Structural Fill - BLE PG must be given notice to inspect/certify subgrade after blasting before
backfill; subgrade must be adequately surveyed, by surveyor,  to communicate 4' required
undercut
7. Mark LeGrand mentioned a "wet area" - Susan to review in field
8. Liner materials - shipping in early April; Earnhardt ready to receive

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

C: 678.436.2719
1047 Highway Church Road
Elgin, SC 29045

Recycling is a good thing. Please recycle any printed emails.
From:Harrison, Susan
To:Jonathan Usher
Cc:Chao, Ming-tai
Subject:Great Oak - Cells 3B-5 - Construction Meeting Notes
Date:Wednesday, April 15, 2020 11:22:24
Attachments:image002.png
Jonathan,

Below are my notes from the meeting.  Please include in the final report.

Construction Meeting
Wednesday, April 15, 2020
10:00 AM
Skype Meeting Attendees:
Mike McFeeley, Susan Harrison, Mark LeGrand, Marc Gilbert, Josh Earnhardt, Bjorn Sundquist,
Jonathan Usher, Ming Chao, Christine Ritter, Rob Witcher, James Fortune

1. Safety:
a. Safety & Health - COVID-19 social distancing being employed
i. Everyone must check in at construction trailer

2. Items from Previous Meeting:
a. "wet area" - Susan to review in field - determined to be perched water from wet season
b. CQA - BLE to be onsite Thursday to obtain samples for proctors
i. Samples obtained; completed the materials inventory

3. Current Work Activities:
a. Blasting - continuing until last week in April
i. One PG visit already; next visit next Wednesday, 4/21
ii. Earnhardt will provide the undercut shots to BLE to include in 4'separation table
b. Screening - stockpile for structural fill - 25,000 yds
c. Structural Fill - screening used for backfilling rock areas

4. Future Work Activities:
a. Materials -
i. Liner - MQC complete?  Released for shipping?
1. Agru can deliver any day 7-4, M-F
ii. Pipe - waiting on delivery
b. Schedule - liner install May 26 begin

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

C: 678.436.2719
1047 Highway Church Road
Elgin, SC 29045

Recycling is a good thing. Please recycle any printed emails.
From:Harrison, Susan
To:Jonathan Usher
Subject:Great Oak - Construction Meeting 4-29-2020 - Notes
Date:Wednesday, April 29, 2020 14:07:44
Attachments:image003.png
Skype Meeting Attendees:
Mike McFeeley, Susan Harrison, Mark LeGrand, Marc Gilbert, Bjorn Sundquist, Ming Chao, Christine
Ritter, Rob Witcher, Don Misenheimer, Chuck Kirchner

1. Safety:
a. Safety & Health - COVID-19 social distancing being employed
i. Everyone must checkin at construction trailer

2. Items from Previous Meeting:

3. Current Work Activities:
a. Blasting - finish next week; rock excavation another two weeks
i. BLE coming out on May 4
ii. Earnhardt will provide the undercut shots to BLE to include in 4'separation table
b. Screening - stockpile for structural fill - close to enough for structural backfill 37,000 yds;
will begin screening for protective
c. Structural Fill - 8,000 yds filled
d. CQA -
i. liner is approved with all MQC
ii. Geocomposite is slowing coming in; Bjorn to coordinate with TRI regarding
testing schedule
e. Susan to coordinate delivery after test results received
f. Leak Detection Testing - BLE will use existing ASTM method previously used

4. Future Work Activities:
a. Materials -
i. Liner - MQC complete? Released for shipping?
1. Agru can deliver any day 7-4, M-F
ii. Pipe - waiting on delivery
b. Schedule - liner install May 26 begin
i. Susan to coordinate with Earnhardt regarding panel layout suggestion to ESI

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

C: 678.436.2719
1047 Highway Church Road
Elgin, SC 29045

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From:Harrison, Susan
To:Jonathan Usher
Cc:Chao, Ming-tai
Subject:Great Oak Cells 3B-5 - Construction Meeting Notes
Date:Wednesday, May 13, 2020 13:16:50
Attachments:image002.png
Construction Meeting
Wednesday, May 13, 2020
10:00 AM
Skype Meeting Attendees:
Susan Harrison, Mark LeGrand, Marc Gilbert, Josh Earnhardt, Bjorn Sundquist, Ming Chao, Rob
Witcher, Don Misenheimer, Jonathan Usher, Christine Ritter, Chuck Kirchner

1. Safety:
a. Safety & Health - COVID-19 social distancing being employed
i. NC - Phase I reopening; potential for increased contact
ii. Everyone must checkin at construction trailer
b. Camp next door - if they open, let them know construction is underway

2. Items from Previous Meeting:

3. Current Work Activities:
a. Blasting - finished; rock excavation completed today; surveyor coming tomorrow to
verify elevations
i. BLE coming out on May 14 if possible
ii. Earnhardt will provide the undercut shots to BLE to include in 4'separation table
b. Screening -continues
c. Structural Fill - ongoing
d. Fine Grading - begins next week for subgrade
i. Forward survey to BLE and Promus by Thursday 5/21
ii. Send Christine Ritter subgrade report - 4ft separation verified - before and after
elevations, photos - BLE to submit
e. CQA -
i. Liner - approved with all MQC; all received onsite
ii. Geocomposite -
1. LDS testing complete and received onsite
2. LCS testing completing this week
iii. GCL - testing completing this week

f. BLE to confirm all materials with BOLs

4. Future Work Activities:
a. Materials -
i. Waiting on LCS geocomposite and GCL
b. Schedule - liner install May 26 begin - Susan to verify with ESI
i. Set liner preconstruction meeting

5. Other Items:
a. CQA Report - Ming recommended submitting initial portion of CQA report through
subgrade prep and material

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

C: 678.436.2719
1047 Highway Church Road
Elgin, SC 29045

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RECORD OF HDPE GEOMEMBRANE PRE-DEPLOYMENT MEETING
CONSTRUCTION OF CELLS 3B, 4 & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA

Bunnell-Lammons Engineering, Inc. Project No. J19-13334-02

Date: May 27, 2020 at 10:00 am

Name: Company: Phone Number:
Susan Harrison, P.E. Waste Management [phone]
Mike McFeeley Waste Management [phone]
Mark LeGrand Earnhardt Grading, Inc. [phone]
Richard Ratliff Earnhardt Grading, Inc. [phone]
Fortino Ayala Environmental Specialties International Inc. (ESI) [phone]
James Fortson Bunnell-Lammons Engineering, Inc. (BLE) [phone]
Mauricio Moreno Bunnell-Lammons Engineering, Inc. (BLE) [phone]
Jonathan Usher, P.E. Bunnell-Lammons Engineering, Inc. (BLE) [phone]
Bjorn Sundquist, P.E. (call-in)
Ming-Tai Chao, P.E. (call-in)
Daniel Houser (call-in)
Don Misenheimer (call-in)
Robert Gann (call-in)

Meeting Directed & Recorded By: Jonathan Usher, P.E.

1) Site Requirements

 Hours of operation: 7 am to 8 pm Monday to Saturday, possible Sunday if no equipment
 Meetings: Each morning and end of each day to discuss planned activities for day.
 Provide drinking water for own personnel.
 Roll-off to be provided by Waste Management. (at northeast corner of Cell 3B)
 ESI has an 11-person crew.

2) Deployment

 There are 87 newly approved and delivered rolls, and 12 previously approved and delivered
rolls of AGRU 60-mil HDPE Textured Geomembrane on-site. All rolls (99) are approved.
 There are 205 rolls of SKAPS TN200-2-8 GDM approved, all on-site; 55 rolls of previously
approved Agru 08-200-08 are on site.
 There are 283 rolls of SKAPS TN300-2-8 GDM approved, 170 on-site to date; 10 rolls of
previously approved SKAPS TN350-2-8 are on site.
 There are 218 rolls of Solmax BentoLiner NWL35 GCL approved, 5 truckloads left to be
delivered; 76 rolls of previously approved BentoLiner NWL35 are on site.
 Use new geosynthetics before old geosynthetics.
 Installer will provide geomembrane roll numbers - BLE will mark panel and roll during
deployment.

Record of HDPE Geomembrane Pre-Deployment Meeting BLE Project No. J19-13334-02
Construction of Cells 3B, 4 & 5
Great Oak Landfill

 Protective “rub sheet” under all equipment (generators and hot seaming machines).
 ESI will provide deployment plan.
 CQA technician will maintain an up to date panel layout drawing.

3) Trial Welds (Pre-weld)

 Installer will provide tensiometer calibration certification and crew resumes.
 Trial welds for each machine/each welder at start-up (am) and after midday break (pm).
(Every 4-5 hours during continuous operation.)
 Each welder/machine will perform a trial weld for each machine/welder used.
 Trial weld required if machine goes offline for repair.
 Trial welds shall be at least 6-feet long and 1-foot wide.
 BLE will observe trial welds and keep an archive sample.
 FIVE peel/FIVE shear for each trial weld.
 Minimum strength requirements:
Fusion:  120 ppi shear Extrusion:  120 ppi shear
 91 ppi peel  78 ppi peel
4) Seaming

 Welder will write information at start of seam - information required:
 Machine number,
 Welder name,
 Speed,
 Temperature, and
 Date
 Overlap in direction of flow (shingling)
 The number of seams should be minimized.
 No horizontal seams within 10 feet of toe of slope.
 Any seam > 100-feet in length must have a 1-inch wide coupon cut from end of seam of the
liner limits only and tested for “FTB.” (BLE will observe and document tests.)
 Sufficient overlap for welding - adequate overlap for peel testing of both tracks.
Minimum 4-inches, not exceeding 6 inches.
 Seams at the panel corner of 3 sheets shall be completed with a circular patch approximately
12 inches in diameter, or a T-weld with minimum 6-inch “legs”.
 ELL wires to be installed by ESI. 3 wires @ 500 feet, each. BLE provides the wire.

5) Nondestructive Testing

 Air Channel Testing.
 Minimum 30 PSI.
 Hold for minimum 5 minutes.
 No more than 3 PSI drop.
 Vacuum Testing.
 Vacuum pressure minimum 5 PSI.
 Hold for 15 seconds.
 Maintain 3-inch overlap.

Record of HDPE Geomembrane Pre-Deployment Meeting BLE Project No. J19-13334-02
Construction of Cells 3B, 4 & 5
Great Oak Landfill

 All air channel and vacuum testing must be observed by BLE.

6) Destructive Testing

 QC destructive testing every 500 feet of seam.
 QA destructive testing every 500 feet of seam.
 QA destructive testing will not be performed for each QA destructive sample until
completion of QC field testing for each sample.
 FIVE peel and FIVE shear tests for each destructive sample for CQA testing.
 FIVE peel and FIVE shear tests for each destructive sample for CQC testing.
 Minimum strength requirements:
Fusion:  120 ppi shear Extrusion:  120 ppi shear
 91 ppi peel  78 ppi peel
 BLE CQA personnel will locate, mark, and layout each destructive sample.
 Failing Destructive Samples test locations must be bracketed by passing Destructive Samples
tests 10 feet from each end.
 The bracketing must be from a seam performed by the same welder and machine that welded
the failing seam. If necessary, seams welded on previous days will be sampled
until the failing seam is bound by a passing test on the “Before” end. If necessary, seams
welded after the day the failing Destructive Samples will be sampled until the failing seam is
bound by a passing test on the “After” end.
 Trial welds are not acceptable for bracketing a failing Destructive Sample.
 Archive sample of each destruct will be kept by CQA.
7) Repairs

 No bead repair of any full liner penetration.
 No extrusion welding of unsatisfactory fusion welds. Cannot extrusion weld seam flaps.
 Continuous panel seam repairs are to be capped.
 BLE will mark repairs with number enclosed in circle after vacuum testing is completed.
 Patches extend 6 inches beyond damaged or cut area.

8) Construction Details

 Details 2 and 8 on Sheet 6 of 7 of the construction drawings – Edge of Liner Existing Tie-In
to Existing Cell No. 3A, Existing Cell No. 1B and Existing Cell No. 2 (Southern and Eastern
Edge):
o FML/GDM/GCL to be tied-in to existing geosynthetics.
 Detail 3 on Sheet 6 of 7 of the construction drawings – Anchor Trench (Northern and
Western Edge):
o 36-in. x 24-in. anchor trench
o Earnhardt Grading Inc. will layout and excavate anchor trench.
o Primary FML to be extrusion welded to Secondary FML at the top of the
anchor trench.
o Secondary FML and LCS Geocomposite to be placed in anchor trench (3-ft.
down, cut out excess FML from trench).

Record of HDPE Geomembrane Pre-Deployment Meeting BLE Project No. J19-13334-02
Construction of Cells 3B, 4 & 5
Great Oak Landfill

 Detail 5 on Sheet 6 of 7 of the construction drawings – Perimeter Soil Berm (Western Edge
of Proposed Cells 3B, 4 and 5):
o Extend FML to temporary edge of liner limits.
o Install temporary soil berm flap 40-ft. past edge of cell limits (extrusion weld
on eastern side of berm flap).
 Detail 6 on Sheet 6 of 7 of the construction drawings – Perimeter Soil Berm (Northern Edge
of Proposed Cells 3B, 4 and 5):
o Extend FML to temporary edge of liner limits.
o Install temporary soil berm flap 40-ft. past edge of cell limits (extrusion weld
on southern side of berm flap).

9) General Information

 The geosynthetics installer will be responsible for initiating, monitoring, and supervising all
safety programs related to their operations and activities. Hardhats and vests to be worn
outside cell limits at all times. Only a vest is needed if inside cell limits.
 Collection and disposal of litter, debris and scrap related to geosynthetics installation will be
the responsibility of installer. Clean up should be performed daily.
 Geosynthetics deployment by installer indicates the acceptance of subgrade surface for
deployment. Both Installer and BLE will complete acceptance sheets for subgrade at the end
of each day of deployment.
 GDM Seams: Adjacent seams will require a minimum 4” overlap with zip-tie spacing
maximum 5’ for sides and 12” for ends on the Geonet, and every 6” in anchor trench.
Adjacent and end seaming will require minimum 4” overlap for the Geotextile. Sewing is to
be used to connect the geotextile seams.
 GDM repairs will require a minimum overlap of 24” with minimum 6” zip-tie spacing.
 A continuous granular bentonite seam will be required along all overlaps and seams for the
GCL. Heat bond the seam after bentonite placed.
 GCL end seams must overlap a minimum of 6 inches on sides and 12 inches on ends.
 GCL repairs are to be at least 12 inches outside of each side of damaged area.
 All rolls of geosynthetics, partial and otherwise, must have a roll number spray painted on
them as they are set aside.
 No smoking is permitted on landfill property.
 Final surface preparation on the subgrade should be made on approximately 2 acres of area
per day. The grading and liner superintendents should meet with the BLE (Lead) CQA
Technician daily to discuss areas planned for deployment the following day.
 Portions of the anchor trenches to be left open to allow a place for trapped air to escape
during protective cover placement.
 4-wheelers and other rubber-tire equipment may be used on the liner surface at the discretion
of the Owner and CQA Engineer under the following conditions:
 The 4-wheeler is to be used in a safe and responsible manner.
 No use of the 4-wheeler for smoke breaks, cell phone breaks, or any
other shuttle service.
 All equipment must be observed by the CQA technician prior to
using the equipment on the liner. Rubber-tired equipment will be
observed by the CQA technician to assure that rocks, nails, etc. are
not in the tires in order to prevent damage to the base liner.

Record of HDPE Geomembrane Pre-Deployment Meeting BLE Project No. J19-13334-02
Construction of Cells 3B, 4 & 5
Great Oak Landfill

All overlapping of geosynthetics should follow the CQA Plan and Technical Specification
without exceeding the requirements. Geosynthetics overlapping should be no more than
required by the CQA Plan and the Technical Specifications to make sure the quantities
ordered and tested will complete the project.

t3 I-[E
HDP E Geomemhrqne Pre-Deployment Meeting Agenda
Construction o/'Cell No. 38, 1, and 5
Great Oak LandJill
Attendees:
NAME (Please Print)
BLE Praject No. Jl9-13334-02
RECORD OF IryPE GEqMEMB$,ANE PRE.DEPLOYMENT MEETING
CONSTRUCTION OF CELLS N0.38,4, andS
GREAT OAK LANDF.rIL
RANDOLPH COUNTY, NORTII CAROLINA
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Teams Meeting Attendees:
Susan Harrison, Mark LeGrand, Richard Radcliff, Josh Earnhardt, Bjorn Sundquist, Don Misenheimer,
Jonathan Usher, Christine Ritter, James Fortson, Mike McFeeley, Robert Gann, Ishmael
ESI completed quarantine, retested and waiting on results; would add 8
more people. Will need WM determination on return.
a)
BLE received negativeb)
1)No one will return to site, ESI or BLE, until negative test results received
Do not come in contact with WM employees; do not enter WM facilities2)
i.COVID-19 positive test for ESI employee
a.Safety & Health -
No one to checkin at WM office; consider outside checkin proceduresb.
Heat -stay hydrated; have tentsc.
1.Safety:
2.Items from Previous Meeting:
Excavation -all submittals complete to DEQ for rock undercut; approval receiveda.
Structural Fill -completeb.
Screening -repairing screener been down two weeks; moving screener late this week;
keeping up with quantity will be close
c.
All survey submitted to BLEi.
d.Fine Grading -completed for subgrade
Liner -all received onsitei.
Geocomposite -all received onsiteii.
GCL -all received onsiteiii.
e.CQA -
i.Ishmael worried about water backing up under liner -Susan to look in field
1)Failing tests due to tying into scarred liner
ii.Ishmael worried about having enough liner to tie-in -Susan to look in field
f.Geosynthetic installation -eastern half secondary and LD installed; 80% on northern;
moving west to east with secondary liner to cover subgrade to minimize rain effect
i.Piping ready to be surveyed
ii.We will note rain events to indicate potential for storm water getting into leak
detection system
Piping -Earnhardt has installed LD from tie-in up to first lateral; moving west todayg.
3.Current Work Activities:
Schedule -acre/day for GCL and liner; 2-3 more weeks to completea.
4.Future Work Activities:
CQA Report -BLE submitted electronically and hard copy to Raleigh; need to send hard copy
to Ming at Winston-Salem office
a.
5.Other Items:
Construction Meeting
Wednesday, June 24, 2020 10:00 AM
Cells 3B-5 Page 1
1
Jonathan Usher
From:Harrison, Susan <[e-mail]>
Sent:Wednesday, July 8, 2020 10:37 AM
To:Jonathan Usher
Cc:Chao, Ming-tai
Subject:Great Oak Landfill - Cells 3B-5 - Construction Meeting Minutes
Construction Meeting
Wednesday, July 8, 2020
10:00 AM
Teams Meeting Attendees:
Susan Harrison, Mark LeGrand, Marc Gilbert, Bjorn Sundquist, Jonathan Usher, Christine Ritter, Mike McFeeley, Ismael,
Paxton Arthurs, Ming Tai-Chou

1. Safety:
a. Safety & Health -
i. Do not come in contact with WM employees; do not enter WM facilities
b. No one to checkin at WM office; consider outside checkin procedures
c. Heat - stay hydrated; have tents

2. Items from Previous Meeting:

3. Current Work Activities:
a. Screening -screener moved; using two screeners
i. Need 45k yards total;
b. CQA -
i. Liner - blacked in
1. One tie-in remaining at Cell 1B
ii. Geocomposite - being deployed
iii. GCL - being deployed
c. Piping -
i. All leak detection lines installed
ii. We will note rain events to indicate potential for storm water getting into leak detection system
d. Protective Cover - begin early next week once ESI out of the way; completed by end of July

4. Future Work Activities:
a. Schedule - acre/day for GCL and liner; 2-3 more weeks to complete
i. Cell completion in mid-August; possibly use video to perform inspection

5. Other Items:
a. CQA Report - BLE reissued Volume I based on Ming's comments; mailed a new copy
b. Financial Assurance - completed; hard copy of bonds to be submitted to Raleigh office early August

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]
1
Jonathan Usher
From:Harrison, Susan <[e-mail]>
Sent:Wednesday, July 22, 2020 2:20 PM
To:Jonathan Usher
Subject:Great Oak Cells 3B-5 - Construction Meeting Minutes
Teams Meeting Attendees:
Susan Harrison, Mark LeGrand, Marc Gilbert, Bjorn Sundquist, Jonathan Usher, Mike McFeeley, Paxton Arthurs,
Ming Tai-Chou, Chuck Kirchner, James Fortson, Josh Earnhardt, Don Misenheimer

1. Safety:
a. Safety & Health -
i. Do not come in contact with WM employees; do not enter WM facilities
b. No one to checkin at WM office; consider outside checkin procedures
c. Heat - stay hydrated; have tents

2. Items from Previous Meeting:

3. Current Work Activities:
a. Screening -screener moved; using two screeners
i. Need 45k yards total;
ii. 50% screen
iii. 7000 yds placed
iv. 10,000 by end of the week
b. CQA -
i. Geocomposite - finalized by Saturday
ii. Finishing pipe boots
c. Piping -
i. Waiting on fabric for LCS
ii. We will note rain events to indicate potential for storm water getting into leak detection system
d. Protective Cover - expected to be complete by mid-August
e. Video of LCS - make sure all feet are accounted for
f. Leak Detection Testing - on schedule

4. Future Work Activities:
a. Schedule - Cell completion in mid-August; possibly use video to perform inspection

5. Other Items:
a. CQA Report - BLE reissued Volume I based on Ming's comments; mailed a new copy
i. Per Ming - Volume I is complete
ii. Ming - doesn't want PDF submitted as protected; BLE to provide password
iii. As of today, DEQ is not doing onsite inspections
b. Financial Assurance - completed; hard copy of bonds to be submitted to Raleigh office early August

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

1
Jonathan Usher
From:Harrison, Susan <[e-mail]>
Sent:Wednesday, August 5, 2020 10:55 AM
To:Jonathan Usher
Cc:Chao, Ming-tai
Subject:Great Oak - Construction Meeting Minutes 8-5-20
Construction Meeting
Wednesday, August 5, 2020
10:00 AM
Teams Meeting Attendees:
Susan Harrison, Mark LeGrand, Marc Gilbert, Bjorn Sundquist, Jonathan Usher, Mike McFeeley, Ming Tai-Chou,
Chuck Kirchner, Josh Earnhardt, Don Misenheimer, Raphael Debaty, Ming Tai-Chou

1. Safety:
a. Safety & Health -
i. Do not come in contact with WM employees; do not enter WM facilities
b. No one to checkin at WM office; consider outside checkin procedures
c. Heat - stay hydrated; have tents

2. Items from Previous Meeting:

3. Current Work Activities:
a. Screening -screener moved; using two screeners
i. Need 45k yards total;
ii. 80% screen
iii. 25,000 yds placed
iv. One more week of screening
b. CQA -
i. Reviewing paperwork
c. Piping -
i. We will note rain events to indicate potential for storm water getting into leak detection system
d. Protective Cover - expected to be complete by mid-August
e. Video of LCS - make sure all feet are accounted for
i. 8/24 to video
f. Leak Detection Testing - on schedule

4. Future Work Activities:
a. Schedule - Cell completion in mid-August; possibly use video to perform inspection
b. Earnhardt - 4 day weeks

5. Other Items:
a. CQA Report - BLE reissued Volume I based on Ming's comments; mailed a new copy
i. Per Ming - Volume I is complete
ii. Ming - doesn't want PDF submitted as protected; BLE to provide password
iii. As of today, DEQ is not doing onsite inspections
iv. Volume II to be submitted next week
b. Financial Assurance - completed; hard copy of bonds to be submitted to Raleigh office early August
c. Storm water in leak detection sump on 7/20
2
i. WM to send narrative to Ming and Sherry detailing events and future actions to avoid that situation

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

C: 678.436.2719
1047 Highway Church Road
Elgin, SC 29045

Recycling is a good thing. Please recycle any printed emails.
1
Jonathan Usher
From:Harrison, Susan <[e-mail]>
Sent:Tuesday, August 25, 2020 4:13 PM
To:Jonathan Usher
Subject:Great Oak - Construction Meeting Minutes 8-25-2020
Teams Meeting Attendees:
Susan Harrison, Mark LeGrand, Bjorn Sundquist, Jonathan Usher, Mike McFeeley, Ming Tai-Chou, Josh Earnhardt,
Paxton Arthurs

1. Safety:
a. Safety & Health -
i. Do not come in contact with WM employees; do not enter WM facilities
b. No one to checkin at WM office; consider outside checkin procedures
c. Heat - stay hydrated

2. Items from Previous Meeting:

3. Current Work Activities:
a. Screening -screeners removed
i. Only areas remaining to be filled in after leak detection testing
b. CQA - submitted Volume 2 last week
c. Surveying - begin final tomorrow
d. Piping -
i. Last cleanout and connection today
e. Protective Cover - completed
f. Video of LCS - make sure all feet are accounted for
i. Scheduled for 9/1
g. Leak Detection Testing - make it last thing; after Labor Day 9/8?

4. Future Work Activities:
a. Schedule - Cell completion in mid-August; possibly use video to perform inspection
b. Earnhardt - 4 day weeks

5. Other Items:
a. CQA Report - BLE issue Volume III 9/14
i. Per Ming - Volume II comments next week
ii. As of today, DEQ is not doing onsite inspections

SUSAN B. HARRISON, PE
Manager of Engineering
South Atlantic Area
[e-mail]

C: 678.436.2719
1047 Highway Church Road
Elgin, SC 29045

APPENDIX R
PHOTOGRAPHS
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells 3B, 4, & 5 Volume 3 of 3
Randolph County, North Carolina
1
Photograph No. 1: Installing a minimum of 4 inches of NCDOT No. 57 stone underneath the 8-
inch diameter perforated SDR 11 HDPE Leachate Detection System (LDS) pipe.
Photograph No. 2: Installing NCDOT No. 57 stone over 8-inch diameter perforated SDR 11 HDPE
LDS pipe.
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells 3B, 4, & 5 Volume 3 of 3
Randolph County, North Carolina
2
Photograph No. 3: Completed section of LDS.
Photograph No. 4: Starting to install protective cover using a CAT D6 LGP dozer.
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells 3B, 4, & 5 Volume 3 of 3
Randolph County, North Carolina
3
Photograph No. 5: Placement of protective cover in Cells 3B, 4, and 5 nearly complete.
Photograph No. 6: Excavation for a section of the Leachate Collection System (LCS).
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells 3B, 4, & 5 Volume 3 of 3
Randolph County, North Carolina
4
Photograph No. 7: Installation of the 8-inch diameter perforated SDR 11 HDPE pipe over a
minimum of NCDOT No. 57 stone and 8 osy nonwoven geotextile for the LCS.
Photograph No. 8: Installation of the NCDOT No. 57 stone and 8 osy nonwoven geotextile over the
8-inch diameter perforated SDR 11 HDPE pipe for the LCS.
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells 3B, 4, & 5 Volume 3 of 3
Randolph County, North Carolina
5
Photograph No. 9: Installation of 8 osy nonwoven geotextile over the NCDOT No. 57 stone for the
LCS.
Photograph No. 10: Completed LCS sections.
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells 3B, 4, & 5 Volume 3 of 3
Randolph County, North Carolina
6
Photograph No. 11: Completed north half of Cells 3B, 4, and 5 Protective Cover and LCS, looking
southeast.
Photograph No. 12: Completed south half of Cells 3B, 4, and 5 Protective Cover and LCS, looking
southeast.

APPENDIX S
LABORATORY AND CONFORMANCE TEST RESULTS
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM
8-OSY NONWOVEN GEOTEXTILE
SAMPLE MATERIAL DESCRIPTION CALCIUM HYDRAULIC
NUMBER GRAVEL SAND SILT & CLAYCARBONATE LIQUID PLASTICITY DRY MOISTURE CONDUCTIVITY
CONTENT CONTENT CONTENT LIMIT INDEX DENSITY CONTENT (PERMEABILITY)
(USCS)%%%%%pcf %cm/s
LC-1 ASTM #57 Stone - LCS 95.8 1.6 2.6 5.5 ------94.6 ---15.9
PCSP-2 Tan fi.-med. Sandy SILT 5.6 21.9 72.5 ---38 11 ---------
PCSP-3 Tan fi.-co. Sandy SILT w/gravel 11.7 17.6 70.7 ---39 12 ---------
PCSP-4 Tan fi.-co. Sandy SILT w/gravel 14.7 23.8 61.5 ---36 10 ---------
PCSP-5 Tan fi.-med. Sandy CLAY 2.1 19.2 78.7 ---38 13 ---------
PCSP-6 Brown fi.-co. sandy SILT 9.9 14.0 76.1 ---38 21 ---------
RANDOLPH COUNTY, NORTH CAROLINA
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE
CONSTRUCTION OF CELLS NO. 3B, 4, AND 5
SUMMARY OF LABORATORY TEST RESULTS - PROTECTIVE COVER & LEACHATE COLLECTION SYSTEM
Cells 3B, 4 & 5 = 552,736 SF (12.7 AC)
ATTERBERG LIMITS CONDUCTIVITY PARAMETERSSIEVE ANALYSIS
Bunnell-Lammons Engineering, Inc. Project No. J20-13334-02
PROMUS ENGINEERING Project No. 190173
LABORATORY TEST SUMMARY
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Waste Management
Great Oak Landfill
Cells 3B, 4 & 5
13334-02
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.)
SOIL DATAPERCENT FINER0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE -mm
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 5.6 4.4 6.4 11.1 72.5
0.0 6.9 4.8 5.2 4.8 7.6 70.7
0.0 0.0 14.7 6.4 7.3 10.1 61.5
0.0 0.0 2.1 4.5 5.7 9.0 78.7
0.0 0.0 9.9 2.5 3.4 8.1 76.16 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report
Prot. Cover PCSP-2 Tan fi.-med. sandy SILT ML
Prot. Cover PCSP-3 Tan fi.-co. sandy SILT w/gravel ML
Prot. Cover PCSP-4 Tan fi.-co. sandy SILT w/gravel ML
Prot. Cover PCSP-5 Tan fi.-med. sandy CLAY CL
Prot. Cover PCSP-6 Brown fi.-co. sandy SILT CL
LIQUID AND PLASTIC LIMITS TEST REPORT
PLASTICITY INDEX0
10
20
30
40
50
60
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML CL or OLCH or OHML or OL MH or OH
Dashed line indicates the approximateupper limit boundary for natural soils
47
SOIL DATA
SYMBOL SOURCE
NATURAL
USCSSAMPLEDEPTHWATERPLASTICLIQUIDPLASTICITY
NO.CONTENT LIMIT LIMIT INDEX(%)(%)(%)(%)
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Waste Management
Great Oak Landfill
Cells 3B, 4 & 5
13334-02
Prot. Cover PCSP-2 27 38 11 ML
Prot. Cover PCSP-3 27 39 12 ML
Prot. Cover PCSP-4 26 36 10 ML
Prot. Cover PCSP-5 25 38 13 CL
Prot. Cover PCSP-6 17 38 21 CL
Bunnell Lammons Engineering, Inc.
Greenville, SC
NCDOT #57 Stone
PL=LL=PI=
D90=D85=D60=D50=D30=D15=D10=Cu=Cc=
USCS=AASHTO=
*
NCDOT #57 Stone
1-1/2"
1"
1/2"
#4
#8
100.0
99.0
50.0
4.2
2.6
100.0
95.0 - 100.0
25.0 - 60.0
0.0 - 10.0
0.0 - 5.0
22.3497 20.8241 14.6229
12.6919 8.2666 5.9935
5.3843 2.72 0.87
Calcium Carbonate Equivalent = 5.5%
Waste Management
Great Oak Landfill
Cells 3B, 4 & 5
13334-02
Material Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: LeachateSample Number: LC-1 Date:
Client:
Project:
Project No:Figure
SIEVE PERCENT SPEC.*PASS?
SIZE FINER PERCENT (X=NO)PERCENT FINER0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE -mm
0.0010.010.1110100
NCDOT #57 Stone
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 21.3 74.5 4.26 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report

PROJECT MEMO

GREAT OAK LANDFILL
CONSTRUCTION OF CELLS 3B, 4, & 5
RANDLEMAN, NORTH CAROLINA

BLE Project No. J19-13334-02

To: Ms. Susan Harrison, P.E.

Copy: Mr. Rob Witcher, P.E.
Mr. Bjorn Sundquist, P.E.
Mr. James Fortson

From: Mr. Jonathan Usher, P.E.

Date: July 20, 2020

Subject: Recommendation of Acceptance of the 8 osy Nonwoven Geotextile for the
Leachate Collection System (LCS)

We have reviewed the MQC (manufacturer) test results provided to us by SKAPS Industries and the
CQA (third party) test results provided to us by TRI / Environmental for 3 rolls of GE-180 8 osy
nonwoven geotextile proposed for use in the Construction of Cells 3B, 4, and 5 for the Leachate
Collection System (LCS) at the Great Oak Landfill. The test results and frequencies indicate that the
3 rolls of SKAPS Industries GE-180 are acceptable for use in the Construction of Cells 3B, 4, and 5
for the Leachate Collection System at the Great Oak Landfill.

Please call if you have any questions.

Attachments: Summary of D&O Plan Geotextile Test Frequency Requirements
MQC & CQA Test Results
7/20/20
SUMMARY OF DESIGN AND OPERATION PLAN
CQA PLAN
MATERIAL PROPERTY &NO. OF PERFORMED TESTS
TEST METHOD MQC CQA MQC CQA MQC CQA
Trapezoidal Tear Resistance 100,000 sf ---
(ASTM D 4533)
Grab Tensile 100,000 sf 100,000 sf
(ASTM D 4632)
Grab Elongation 100,000 sf 100,000 sf
(ASTM D 4632)
Apparent Opening Size 1 per project 1 per project
(ASTM D 4751)
UV Resistance 1 per project ---
(ASTM D 4355)
Mass per Unit Area 100,000 sf 100,000 sf
(ASTM D 5261)
Permittivity 1 per project 1 per project
(ASTM D 4491)
Puncture Resistance 100,000 sf 100,000 sf
(ASTM D 4833)
1
1 ---1 ---
NO. REQUIRED TESTSREQUIRED FREQUENCY
TOTAL AREA OF GEOTEXTILE = 31,050 SF (3 Rolls)TOTAL CELL AREA = 553,214 SF (12.7 ACRES)
1 1
1 1
1 1 1
1
1 1 1 1
1 1
1 1
8-OSY GEOTEXTILE TEST FREQUENCY REQUIREMENTS
Bunnell-Lammons Engineering, Inc. Project No. J19-13334-02
MATERIAL: GE180
MANUFACTURER: SKAPS Industries
CONSTRUCTION QUALITY ASSURANCE PLAN - CONSTRUCTION OF CELLS 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
PROMUS Engineering Project No. 190173
1 ---1 ---
1 1
1 1 1 1
1
SKAPS Industries (Nonwoven Division)
335, Athena Drive
Athens, GA 30601 (U.S.A.)
Phone [phone] Fax [phone]
E-mail: [e-mail]
Waste Management
PO : Great Oak
ASTM D 5261 oz/sy (g/m2)8.00 (271)
ASTM D 5199 mils (mm)100 (2.54)
ASTM D 4632 lbs (kN)225 (1.00)
Grab Elongation ASTM D 4632 %50
Trapezoidal Tear ASTM D 4533 lbs (kN)90 (0.40)
Puncture Resistance ASTM D 4833 lbs (kN) 130 (0.58)
ASTM D 6241 lbs (kN) 650 (2.89)
Mullen Burst Strength ASTM D 3786 psi (kPa)425 (2930)
ASTM D 4491 sec-1 1.26
Permeability*ASTM D 4491 cm/sec 0.30
ASTM D 4491 gpm/ft2(l/min/m2)100 (4074)
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
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
June 30, 2020
Dear Sir/Madam:
AOS*
www.skaps.com
Weight
Thickness*
Permittivity*
Water Flow*
Grab Tensile
CBR Puncture
Product : GE180-180
ROLL #WEIGHT THICKNESS MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP PUNCTURE CBR PUNCTURE AOS WATER FLOW PERMEABILITY PERMITTIVITY
ASTM METHOD D5261 D5199 D4632 D4632 D4632 D4632 D4533 D4533 D4833 D6241 D4751 D4491 D4491 D4491
UNITS oz/sq yd (mils)lbs.%lbs %lbs.lbs lbs.lbs.US Sieve gpm/ft2 cm/sec sec-1
TARGET 8.00 100 225 50 225 50 90 90 130 650 80 100 0.30 1.26
62762.1 8.11 122 226 68 230 76 96 105 132 652 80 101 0.42 1.3562762.2 8.11 122 226 68 230 76 96 105 132 652 80 101 0.42 1.3562762.3 8.11 122 226 68 230 76 96 105 132 652 80 101 0.42 1.35
*All Values are MARV.
Mail To:Bill To:
Kourosh Sabzevari <= Same Skaps Industries
571 Industrial Parkway
Commerce, GA 30529
email: [e-mail] email: [e-mail]
Dear Mr Sabzevari
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: General Testing for Geotextile
TRI Job Reference Number:52362
Material(s) Tested:One, Skaps GT131 Nonwoven Geotextile(s)
Test(s) Requested:UV Resistance (ASTM D 4355)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory ManagerGeosynthetic Services Division
*Signature is on file
January 2, 2020
Page 1 of 2
GEOTEXTILE TEST RESULTS
TRI Client: Skaps Industries
Project: General Testing for Geotextile
Material: Skaps Nonwoven Geotextile
Sample Identification: Lot 04042419-1 / Roll 040870841
TRI Log #: 52362
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5UV Resistance (ASTM D 4355)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 82.3 87.0 82.5 91.2 88.2 86.2 3.8
MD - Tensile Strength (ppi) - B 41.1 43.5 41.2 45.6 44.1 43.1 1.9
MD - Tensile Strength (N) - B 366 387 367 406 392 384 17
MD - Tensile Strength (kN/m) - B 7.21 7.62 7.22 7.99 7.73 7.55 0.34
MD - Tensile Strength (lbs) - E 70.3 76.8 90.4 68.5 81.0 77.4 8.8
MD - Tensile Strength (ppi) - E 35.1 38.4 45.2 34.2 40.5 38.7 4.4
MD - Tensile Strength (N) - E 313 342 402 305 361 344 39
MD - Tensile Strength (kN/m) - E 6.16 6.73 7.92 6.00 7.10 6.78 0.77 90
TD - Tensile Strength (lbs) - B 92.2 98.3 105.6 86.4 111.9 98.9 10.2TD - Tensile Strength (ppi) - B 46.1 49.1 52.8 43.2 56.0 49.4 5.1TD - Tensile Strength (N) - B 410 437 470 385 498 440 45TD - Tensile Strength (kN/m) - B 8.07 8.61 9.25 7.57 9.81 8.66 0.89
TD - Tensile Strength (lbs) - E 84.7 79.4 72.3 74.2 89.5 80.0 7.2TD - Tensile Strength (ppi) - E 42.4 39.7 36.2 37.1 44.8 40.0 3.6
TD - Tensile Strength (N) - E 377 353 322 330 398 356 32
TD - Tensile Strength (kN/m) - E 7.42 6.95 6.34 6.50 7.84 7.01 0.63 81
MD - Elong. @ Max. Load (%) - B 48.0 52.7 50.0 58.0 54.7 52.7 3.9
MD - Elong. @ Max. Load (%) - E 49.3 46.7 49.3 48.0 46.0 47.9 1.5 91
TD - Elong. @ Max. Load (%) - B 77.3 82.0 69.3 91.3 79.3 79.9 8.0
TD - Elong. @ Max. Load (%) - E 63.3 56.0 56.0 56.0 58.7 58.0 3.2 73
B - Baseline Unexposed
E - Exposed for 500 hours of ASTM D 4355 Cycle
MD Machine Direction TD Transverse Direction
Page 2 of 2
AOS test method Modified to include US Sieve size 80
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126159091)
Waste Management, Inc
1047 Highway Church Road
Elgin, SC 29045
email: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
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: Great Oak Landfill Cells 3B-4-5
TRI Job Reference Number:57399
Material(s) Tested:One, Skaps GE180 Nonwoven Geotextile(s)
Test(s) Requested:Mass/Unit Area (ASTM D 5261)
Grab Tensile (ASTM D 4632)
Puncture Strength (ASTM D 4833)
Apparent Opening Size (ASTM D 4751)
Permittivity (ASTM D 4491)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
*Signature is on file
July 13, 2020
July 20, 2020
Page 1 of 2
GEOTEXTILE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cells 3B-4-5
Material: Skaps GE180 Nonwoven Geotextile
Sample Identification: 62762.3
TRI Log #: 57399
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter circle (grams)4.13 3.97 3.79 3.99 4.48 3.37 4.05 3.44 3.56 3.89 3.87 0.34
Mass/Unit Area (oz/sq.yd)9.61 9.23 8.82 9.28 10.42 7.84 9.42 8.00 8.28 9.05 8.99 0.79
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)291 387 292 280 264 328 248 220 235 243 279 50
TD - Tensile Strength (lbs)205 245 247 248 250 318 266 237 245 217 248 30
MD - Elong. @ Max. Load (%)68 61 69 70 69 64 75 71 57 68 67 5
TD - Elong. @ Max. Load (%)85 103 98 91 106 89 102 87 96 107 96 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)121 99 119 127 149 123 18
Opening Size Diameter (mm)0.155 0.144 0.158 0.164 0.136 0.151 0.011
Sieve No.80 100 80 80 100 80
Permittivity (ASTM D 4491,Method C)
Thickness ( mil)120 113 107 111 135 116 110 114 134 116 117.6 9.6
Thickness ( mm)3.05 2.87 2.72 2.82 3.43 2.95 2.79 2.90 3.40 2.95 2.99 0.24
Permittivity (Sec-1)1.61 1.55 1.80 1.90 1.17 1.49 1.75 1.60 1.49 1.54 1.59 0.20
Permittivity (GPM/ft2)120.4 115.9 134.6 142.1 87.5 111.5 130.9 119.7 111.5 115.2 118.9 15.1
Flow rate (LPM/m2)4907 4724 5486 5791 3566 4541 5333 4876 4541 4693 4846 615
Permittivity (cm/sec)0.491 0.445 0.489 0.536 0.401 0.439 0.489 0.463 0.507 0.454 0.471 0.039
MD Machine Direction TD Transverse Direction
Page 2 of 2
Apparent Opening Size (ASTM D 4751, Method B. Modified to include US Sieve size 80)

APPENDIX T
PROTECTIVE COVER AS-BUILT SURVEY

EXISTING CELL 1B7.3 ACRESEXISTING CELL 3A
8.2 ACRES FUTURE CELLS 6 &79.8 ACRES670
660
650
640
630 620
630
650
640
680670660700690700690680670660
650
670Cell Area: 12.7 Acres730720710710
660
660
650640ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp ldplcplcplcplcplcplcplcplcplcplcplcplcplcplcplcplcplcp
End

o
fExi
s
t
ingPi
pe
s
End
o
fPip
e
sEnd ofPipes
ldp
ldp
ldp
ldp ldp ldp ldp ldp ldp ldp ldp
ldp
ldp
ldp ldp
ldp
ldp
ldp ldp ldp ldp ldp ldp ldp ldp ldp ldp
ldp
ldp ldplcplcplcplcplcplcplcplcplcplcplcplcplcplcplcplcplcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcp
lcplcplcplcplcpldpldpldpldpldpldpldpldpldpldpldpldp ldp ldp ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldp
ldpldpldpldpldpldpLegendCell LimitsPlan ContoursBase GradeSEALL-4787IIRENNATWNAD RO
YEVRUSDNA LPR
OFESSIONALN
ORTHCAROLINAI, Dan W Tanner II, Professional Land Surveyor, certify:The Horizontal Tolerance for all points are 0.2' and Vertical Tolerance for allpoints are 0.08'.Horizontal Datum: NAD83 (2011)Vertical Datum: NAVD88_______________________________________________DateL-4787Ex. GeoBGPoint on top of Existing GeosyntheticsProtective Cover As-Built SurveyCell 3B, 4 And 5 ConstructionGreat Oak LandfillNCDEQ Permit 7607-MSWLF-20153597 Old Cedar Falls RoadRandleman, NC 27317Asheboro TownshipRandolph CountyNorth CarolinaSeptember 2, 2020Scale: 1" = 50 US Survey FeetSURVEY CAROLINA, PLLCFirm #: P-1110Dan W Tanner II L-4787© 2020 Survey Carolina, Pllc154 S. Fayetteville St, Suite B, Asheboro, NC 27203Phone Number:336 625-8000Email:[e-mail]050100150lcpldpAnchor TrenchLeak Detection PipeLeachate Collection PipeNote:Points 1061, 1073, 1078, 1099, 1104,1105, 1107, 1109, 1110, 1112, 1181 areon top of Leachate Corridor StoneJob #: 11737

LEACHATE COLLECTION SYSTEM

GEOCOMPOSITE DRAINAGE MEDIA (GDM)
SUMMARY OF DESIGN AND OPERATION PLAN
APPENDIX U
MATERIAL SUBMITTALS

PROTECTIVE COVER & HDPE PIPE

LEACHATE DETECTION SYSTEM

LEACHATE COLLECTION SYSTEM

Plant 44315-Asheboro
Basic Quality Statistical Summary Report
Sieve/Test SpecificationAverageSt DevTests
Product 0570-Pegson Portable #57
Target
Specification NCDOT 57
Period 01/01/2020 - 03/13/2020
1 1/2" (37.5mm)100.0 0.00 100-10021
1" (25mm)98.6 0.68 95-10021
3/4" (19mm)87.9 4.2921
1/2" (12.5mm)41.0 8.75 25-6021
3/8" (9.5mm)18.4 7.0521
#4 (4.75mm)2.6 0.68 0-1021
#8 (2.36mm)1.8 0.40 0-521
Pan 0.00 0.00021
Query Query Selections
Date Created 03/13/2020
Date Range 01/01/2020 - 03/13/2020
Plant Asheboro
2Page:of 2Martin Marietta, Inc.StonemontQC 03/13/2020

September 16, 2020

Ms. Susan Harrison
Waste Management
1047 Highway Church Road
Elgin, SC 29045

Subject: Report of Electrical Leak Location Services
Dipole Testing Method (ASTM D 7007)
Cells 3B, 4 and 5
Great Oak Landfill
Randolph County, North Carolina
BLE Project Number J20-13334-03

Dear Ms. Harrison:

Bunnell-Lammons Engineering, Inc. (BLE) is pleased to submit this report of Electrical Leak Location
(ELL) services associated with the construction of Cells 3B, 4, and 5 at the Great Oak Landfill. This
report documents the methods and results for the ELL survey conducted by BLE on the soil covered
geomembrane installed for Cells 3B, 4, and 5.

PROJECT INFORMATION

The Great Oak Landfill is located in Randolph County, North Carolina, and is operated by Waste
Management. Our understanding of the project is based on correspondence with Ms. Susan Harrison of
Waste Management, and the project plans and specifications titled Great Oak Landfill - Cells 3B, 4 and
5 Construction Project, prepared by Promus Engineering.

Waste management requested that BLE identify potential leaks within Cells 3B, 4, and 5 on the soil
covered 60-mil HDPE textured geomembrane using ELL methods, as required by the project
specifications. BLE performed the ELL services on the soil covered geomembrane for the construction
project of Cells 3B, 4, and 5. The ELL survey of Cells 3B, 4, and 5 covered an approximate surface area
of 12.7 acres (553,212 sf) using the Dipole Testing Method (ASTM D 7007).

Cells 3B, 4, and 5 have been constructed at the subject site. The liner system consists of, from top to
bottom, a minimum 24-inch thick protective cover soil, leachate collection system geocomposite
drainage layer, primary 60-mil textured HDPE geomembrane, geosynthetic clay liner, leak detection
system geocomposite drainage layer, secondary 60-mil textured HDPE geomembrane, and a soil
subgrade.

Report of ELL Survey September 16, 2020
Great Oak Landfill – Cells 3B, 4, and 5 BLE Project No. J20-13334-03
Randolph County, North Carolina
2
The cells contain a network of leachate system corridors. Each leachate system corridor is
approximately 2 feet wide at the base, and 6 feet wide at the top, with a depth of 2.5 feet. The leachate
system corridors overlay the leachate collection system geocomposite drainage layer and consists of,
from bottom to top, a perforated HDPE pipe encased in ASTM No. 57 aggregate and covered with a
non-woven geotextile.
Beneath the leachate system corridors is a leak detection trench. Each leak detection trench is
approximately 2 feet wide at the base, and 4 feet wide at the top, with a depth of 1 foot. The leak
detection trenches overlay the leak detection system geocomposite drainage layer and consists of,
from bottom to top, a perforated HDPE pipe encased in ASTM No. 57 aggregate overlain by the
geosynthetic clay liner.
ELL METHOD
Dipole Testing Method (ASTM D 7007)
The dipole method is used for geomembranes covered by soil, aggregate, water, or other conductive
materials. High voltage is applied to the material covering the geomembrane, and the power source is
grounded to the earth beneath the geomembrane. A mobile dipole is used above the geomembrane on
the cover soils to measure and record voltage in a grid pattern over the survey area. If a leak is detected,
the current will exit the hole in all directions and the pattern is generated as a “bull’s eye pattern” by the
data collector display. The data collector will provide the information to show the leak area on the post
survey drawing. A sensitivity test will be performed prior to testing. This ensures that the peak to peak
voltage created by the specific minimum hole size measures at least three times that of the background
noise of the survey area. Survey grid spacing and the effects of moisture conditions can be
established during the sensitivity test, as well. In addition the voltage is recorded in real time by a
data collector and graphed for post survey review.
ELL PREPARATIONS / PROCEDURES
BLE’s ELL technologists, Mr. Brian Keyes and Mr. Jacob Nichols, were onsite on September 8 to 10,
2020, to perform the ELL services on the soil covered geomembrane in Cells 3B, 4, and 5 (Figure 1).
The ELL survey was performed with temperatures ranging from approximately 69°F to 83°F, with
cloudy to clear skies.
Prior to performing the surveys, the perimeter of the ELL survey area was observed to confirm proper
isolation of the protective cover soil.
During the geosynthetics installation process, three 8-gauge solid copper grounding wires were
installed between the secondary and primary geomembranes (Figure 2). Voltage was applied to the
protective cover above the geomembrane with the power source connected to the three wires
between the geosynthetic clay liner and the primary geomembrane, and grounded to the earth
beneath the liner system.
Report of ELL Survey September 16, 2020
Great Oak Landfill – Cells 3B, 4, and 5 BLE Project No. J20-13334-03
Randolph County, North Carolina
3
The dipole equipment was calibrated by performing a leak detection sensitivity test, as outlined in
ASTM D 7007. An artificial leak, 1/4-inch in size, was placed below the 24-inch thick protective
cover soil onto the geocomposite drainage net surface within the limits of Cells 3B, 4, and 5. During
the leak detection sensitivity test, background noise and artificial leak signal plus noise data points were
evaluated to confirm that the artificial leak could be located, and that the equipment functioned
properly. The leak detection sensitivity testing determined the peak to peak leak signal plus noise to
noise ratio to be greater than the required ratio of 3.
The ELL technologists performed the survey from the western edge moving towards the eastern edge of
Cells 3B, 4, and 5. The entire area of Cells 3B, 4, and 5 was surveyed using a spacing of approximately
10 feet. The voltage recordings and locations were documented during the ELL survey using
GPS equipment and graphing software.
ELL / FIELD RESULTS
The voltage recordings and mapping data were reviewed to determine if anomalies were present,
which would indicate a potential leak. All areas that were identified as potential leaks were further
evaluated by collecting additional voltage recordings, using a reduced grid spacing. The
additional voltage recordings in these areas did not indicate any anomalies and concluded that no
leaks were detected within Cells 3B, 4, and 5. The ELL photographs and field sketch (Figure 1) are
attached to this report.
CLOSING
We appreciate this opportunity to provide our ELL services for this project. Please let us know if
you have questions concerning this ELL report.
Sincerely,
BUNNELL-LAMMONS ENGINEERING, INC.
Brian D. Keyes Bjorn E. Sundquist, P.E.
Engineering Associate Senior Engineer
Licensed, NC #042473
Attachments: Photographs
Figure 1: ELL Field Sketch
cc: Mr. Andrew Colby (BLE)
Mr. Jeff Helvey, P.E. (BLE)
9/16/20

Report of ELL Survey September 16, 2020
Great Oak Landfill – Cells 3B, 4, and 5 BLE Project No. J20-13334-03
Randolph County, North Carolina

4

Photograph 1: Cells 3B, 4, and 5, viewed from the west looking east.

Photograph 2: Cells 3B, 4, and 5, viewed from the north looking southwest.

Report of ELL Survey September 16, 2020
Great Oak Landfill – Cells 3B, 4, and 5 BLE Project No. J20-13334-03
Randolph County, North Carolina

5

Photograph 3: Isolation along the west end of Cells 3B, 4, and 5.

Photograph 4: Isolation along the east end of Cells 3B, 4, and 5.

Report of ELL Survey September 16, 2020
Great Oak Landfill – Cells 3B, 4, and 5 BLE Project No. J20-13334-03
Randolph County, North Carolina

6

Photograph 5: Leachate system corridor within Cells 3B, 4, and 5.

Photograph 6: Artificial leak, placed below the 24-inch thick protective cover soil onto the leachate
collection system geocomposite drainage layer surface, within the limits of Cells 3B, 4, and 5.

Report of ELL Survey September 16, 2020
Great Oak Landfill – Cells 3B, 4, and 5 BLE Project No. J20-13334-03
Randolph County, North Carolina

7

Photograph 7: ELL survey of Cells 3B, 4, and 5 in progress, using the Dipole Testing Method.

Photograph 8: ELL survey of Cells 3B, 4, and 5 in progress, using the Dipole Testing Method.

19/15/2020J20-13334-03BDKAACBES ELL FIELD SKETCH CELLS 3B, 4, & 5 GREAT OAK LANDFILL RANDOLPH COUNTY, NORTH CAROLINA
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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]

Earnhardt Grading
Waste Management
Great Oak Landfill
Cell 3B-4-5 Expansion
New LCS Pipe Jet & EX Video-Inspection

Work Performed
August 2020 – September 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 : 7/31/2020
TO : Mark LeGrand – Earnhardt Grading
FROM : Ralph Calistri ([e-mail])
SUBJECT : Waste Management – Great Oak LF - Cell 3B-4-5 – New LCS Pipe Jet & Video

Jetclean America completed the high-pressure water-jetting and explosion-proof video-
inspection of the new Cell 3B-4-5 leachate Primary & Secondary collection piping on 9/22/2020.
Included with this report is the applicable Jetting Log, CCTV Survey List, Pipe Graphic Reports,
and videos on flash drive in .mp4 format.

High-pressure Water-jetting:
The new Cell 3B-4-5 Primary & Secondary leachate collection piping was jetcleaned in entirety
from each available access location. Distances achieved with the jet nozzle are documented
below. The system was blockage free upon completion.

ACHIEVED
LOCATION DISTANCE (ft)
Primary CO1 400'
Secondary CO1 400'
Primary CO2 468'
Secondary CO2 474'
Primary CO3 535’
Secondary CO3 475’
Primary CO4 1,100’
Secondary CO4 1,100’

Explosion-proof Video-inspection:
After pipe jetcleaning was completed, the new Cell 3B-4-5 Primary & Secondary leachate
collection piping was video-inspected in as far as possible from each available access location
using certified explosion-proof equipment (see included CCTV Survey List, Pipe Graphic Reports,
and video footage in .mp4 format). With the exception of the items listed below, all other areas of
the piping viewed with the inspection camera appeared to be in good condition, with no additional
defects noted.

Video Setups 2, 6, 7, 10, 12, 13 – Internal fusion weld protrusions visible in some sections of
piping. See Pipe Graphic Reports and Video Footage. Both jetting nozzle and inspection
camera were able to pass through all noted areas without interruption with the exception of
Cleanout 2, where only the jet nozzle was able to pass.

Please call us with questions or concerns.

Regards,
Ralph Calistri - Jetclean America - 800-226-8013
1 8/31/2020 SECONDARY CO 1 CO 4 SEC HEADER D 363.628/31/2020 PRIMARY CO1 CO 4 PRIM HEADER D 266.838/31/2020 PRIMARY CO 2 END CAP D 467.448/31/2020 PRIMARY CO 2 IN REVERSE D 467.458/31/2020 SECONDARY CO 2 END CAP D 473.569/1/2020 SECONDARY CO4 DOWNSTREAM D 1040.279/1/2020 PRIMARY CO 3 END CAP D 533.589/1/2020 SECONDARY CO 3 FIRST 41' OF PIPE D 41.9
9 9/3/2020 PRIMARY CO4 TO CROSS AT CO 3 D 379.5109/3/2020 DOWNSTREAM D 702.5
Setup Date Street Start MH Finish MH ScheduledLength SurveyedLengthDirSizePreCleanVid Cassetteinch
CCTV Surveys List for Earnhardt Thursday, September 03, 2020Number of surveys in this list is as of ftUnit of measure:14
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
PRIMARY CO4 @ CO3 CROSS
11 9/22/2020 PRIMARY CO 3 END CAP D 541.5129/22/2020 PRIMARY CO 4 DOWNSTREAM D 599.9139/22/2020 CO 4 PIPE CUT UPSTREAM U 477.5
Total Length Surveyed 0.0Total Scheduled Length
4,736.3
Setup Date Street Start MH Finish MH ScheduledLength SurveyedLengthDirSizePreCleanVid Cassetteinch
CCTV Surveys List for earnhardt Wednesday, September 23, 2020Number of surveys in this list is as of ftUnit of measure:3
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
363.6 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [SECONDARY CO 1]Water level 0 0.0 Ft
Survey abandoned [Loss of Traction] 363.6 Ft
Miscellaneous
Pipe Graphic Report of PLR SECONDARY CO 1 XWork Order Video Surveyed On 08/31/2020Setup1OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From SECONDARY CO 1 Depth FtToCO 4 SEC HEADER Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
266.8 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO1]Water level 0 0.0 Ft
Survey abandoned [Loss of Traction at Joint/Protrusion] 266.8 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO1 XWork Order Video Surveyed On 08/31/2020Setup2OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO1 Depth FtToCO 4 PRIMARY HEADER Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
467.4 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO 2]Water level 0 0.0 Ft
Survey abandoned [Dislodged Bead Ring Visible At End Cap] 467.4 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO 2 XWork Order Video Surveyed On 08/31/2020Setup3OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO 2 Depth FtToEND CAP Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
467.4 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO 2 IN REVERSE]Water level 0 0.0 Ft
Survey abandoned [end of pipe reverse video] 1.9 Ft
Survey abandoned [end of pipe] 467.4 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO 2 REVXWork Order Video Surveyed On 08/31/2020Setup4OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO 2 Depth FtToIN REVERSE Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
473.5 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [SECONDARY CO 2]Water level 0 0.0 Ft
Survey abandoned [End Cap] 473.5 Ft
Miscellaneous
Pipe Graphic Report of PLR SECONDARY CO 2 XWork Order Video Surveyed On 08/31/2020Setup5OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From SECONDARY CO 2 Depth FtToEND CAP Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
1040.2 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [SECONDARY CO4]Water level 0 0.0 Ft
General Comment [co 3 intersection] 380.6 Ft
General Comment [protrusions 7 and 4] 578.9 Ft
General Comment [co 2 intersection 4 way]General Comment [protrusions 12, 2 and 5] 594.2 Ft
Survey abandoned [end of survey at co1 Y] 1,040.2 Ft
Miscellaneous
Pipe Graphic Report of PLR SECONDARY CO4 XWork Order Video Surveyed On 09/01/2020Setup6OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From SECONDARY CO4 Depth FtToDOWNSTREAMDepthFtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
533.5 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO 3]Water level 0 0.0 Ft
General Comment [4 way intersection w/co4] 152.1 Ft
General Comment [protrusion 3 and 7 position] 152.2 Ft
Survey abandoned [End Cap] 533.5 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO 3 XWork Order Video Surveyed On 09/01/2020Setup7OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO 3 Depth FtToEND CAP Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
41.9 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [SECONDARY CO 3]Water level 0 0.0 Ft
Survey abandoned [Camera Stops At Stones Which Have Been Subsequently Removed Through Opened Pipe (See Setup 9)]
41.9 Ft
Miscellaneous
Pipe Graphic Report of PLR SECONDARY CO 3R XWork Order Video Surveyed On 09/01/2020Setup8OperatornickVan Ref nc3Street Name
Weather Light rainfall
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From SECONDARY CO 3R Depth FtToFIRST 41' OF PIPE Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 8/31/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
379.5 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO4 REDO]Water level 0 0.0 Ft
General Comment [small gravel] 177.4 Ft
General Comment [intersection co 3] 377.9 Ft
Survey abandoned [stuck at intersection on welds at cross at CO3] 379.5 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO4 REDOXWork Order Video Surveyed On 09/03/2020Setup9OperatornickVan Ref nc3Street Name
Weather Dry
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO4 Depth FtToCROSS AT CO 3 Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 9/3/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
702.5 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO4 MP @ CO3 CROSSOVER]Water level 0 0.0 Ft
General Comment [intersection co 2] 216.0 Ft
General Comment [layer of peeled material] 551.0 Ft
General Comment [protrusion at 12 and 5 position] 552.8 Ft
General Comment [protrusion at 3, 5, 7 and 9 position] 681.0 Ft
Survey abandoned [end of survey] 702.5 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO4 MP XWork Order Video Surveyed On 09/03/2020Setup10OperatornickVan Ref nc3Street Name
Weather Dry
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO4 @ CO3 CROSSDepth FtToDOWNSTREAMDepthFtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 9/3/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
541.5 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO 3]Water level 0 0.0 Ft
General Comment [intersection co 4 trunk] 160.0 Ft
Survey abandoned [end of pipe] 541.5 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO 3A XWork Order Video Surveyed On 09/22/2020Setup11OperatornickVan Ref nc3Street Name
Weather Dry
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO 3 Depth FtToEND CAP Depth FtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 9/3/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
599.9 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [PRIMARY CO 4]Water level 0 0.0 Ft
General Comment [TOE OF RISER] 88.3 Ft
General Comment [SMALL GRAVEL VERY LIGHT] 268.0 Ft
General Comment [LIGHT SMALL GRAVEL] 351.0 Ft
General Comment [INTERSECTION WITH CO 3] 377.3 Ft
General Comment [PROTRUSION 9 POSITION PIPE ALIGNMENT] 378.4 Ft
General Comment [BEGINIING OF GRAVEL] 390.0 Ft
General Comment [END OF LIGHT GRAVEL SMALL] 393.0 Ft
General Comment [INTERSECTION CO2] 595.0 Ft
General Comment [PROTRUSION ON MANF. WELD OF INTERSECTION TEE] 598.6 Ft
Survey abandoned [STUCK AT INTERSECTION CO2] 599.9 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO 4A XWork Order Video Surveyed On 09/22/2020Setup12OperatornickVan Ref nc3Street Name
Weather Dry
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From PRIMARY CO 4 Depth FtToDOWNSTREAMDepthFtDirectionDownstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 9/3/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]
0 Ft
477.5 Ft Pipe FlowSurvey DirStart of SurveyManhole/Node [CO 4 PIPE CUT AT EXISTING]Water level 0 0.0 Ft
General Comment [PROTRUSIONS 11, 2 AND 5] 9.5 Ft
General Comment [INTERSECTION OF CO1] 41.1 Ft
General Comment [PROTRUSIONS 9 AND 3] 42.1 Ft
General Comment [PROTRUSION 3 POSITION] 149.5 Ft
General Comment [INTERSECTION CO 2] 474.0 Ft
Survey abandoned [STUCK AT WELD INTERSECTION CO2] 477.5 Ft
Miscellaneous
Pipe Graphic Report of PLR PRIMARY CO 4B XWork Order Video Surveyed On 09/22/2020Setup13OperatornickVan Ref nc3Street Name
Weather Dry
CityLocation typeSurfaceSurvey purposePipe UseShapeMaterialLining
Schedule length FtSizeby8insJoint spacing Ft
From CO4 PIPE CUT AT EXIST Depth FtToUPSTREAMDepthFtDirectionUpstreamPre-cleanGeneral noteLocation note Structural ServiceHydraulic Constructional
Facility
Year laid Last cleaned 9/3/2020
Contract for earnhardt
JETCLEAN AMERICA INC.Phone:[phone]Fax:[phone]

September 24, 2020

To: BLE Engineering, Waste Management
From: Mark LeGrand, Earnhardt Grading, Inc.

Subject: Videoing and Jetting of Leak Detection Line from Cleanout 3 to End

After previous attempts to video the above referenced line had failed due to the
fact that the video camera being used could not pass the cross intersection of the
line, we used a different video company with a different and more heavy duty
camera. After several attempts, the camera was able to travel through the cross
and video the entire line. During the initial videoing, there was gravel present in
the line from approximately 22’ to approximately 37’. After the initial videoing, the
line was cleaned with high pressure jetting and the gravel was removed. The line
was again videoed from beginning to approximately 50’ to show that the gravel
was removed and that the line is clean.