7607_GreatOakMSLWLF_CQARpt_Vol1_Cell3B4&5_FID1418200_20200707

July 7, 2020
Waste Management of Carolinas, Inc.
1047 Highway Church Road
Elgin, South Carolina 29045
Attention: Ms. Susan Harrison, P.E.
Market Area Engineering Manager
Subject: Construction Quality Assurance Report
Construction of Cells 3B, 4, and 5
Volume 1 of 3
Structural Fill and Subgrade Preparation
Great Oak Landfill
Facility Permit No. 7607-MSWLF-2015
Randolph County, North Carolina
BLE Project Number J20-13334-02
Dear Ms. Harrison:
This Volume 1 of 3 of the Construction Quality Assurance (CQA) Report summarizes our observations
and construction quality assurance test results, from the start of Cells No. 3B, 4, and 5 construction on
March 16, 2020 through completion of the subgrade on June 5, 2020, at Great Oak Landfill.
Bunnell-Lammons Engineering, Inc. (BLE) has monitored and documented the Cells No. 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
•Structural fill and subgrade preparation
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
Volume 3
•Protective cover layer, and
•Leachate collection system.

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, INC. 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 1-3
3.1 CELLS 3B, 4, and 5 1-3

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 2-1
3.2.3 Reinforced Geosynthetic Clay Liner (GCL) 2-1
3.2.4 Primary 60-mil HDPE Geomembrane (FML) 2-1
3.2.5 Leachate Collection System (LCS) Geocomposite 2-1

VOLUME 3
3.3.1 Protective Cover and Leachate Collection System Description 3-1
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 & 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 & PROJECT MEETINGS:
Geosynthetics Installation
I PHOTOGRAPHS:
Geosynthetics Installation
J REINFORCED GEOSYNTHETIC CLAY LINER (GCL)
CQA & MQC Conformance Documentation
iii
APPENDICES (continued)
K REINFORCED GEOSYNTHETIC CLAY LINER (GCL)
CQA Construction Documentation
L PRIMARY & SECONDARY HDPE GEOMEMBRANE (FML):
CQA & MQC Conformance Documentation
M PRIMARY & SECONDARY HDPE GEOMEMBRANE (FML):
CQA Construction Documentation and FML As-Built Drawing
N INTERFACE FRICTION TEST RESULTS
O LDS GEOCOMPOSITE DRAINAGE MEDIA (GDM)
CQA & MQC Conformance Documentation
P LCS GEOCOMPOSITE DRAINAGE MEDIA (GDM)
CQA & MQC Conformance Documentation
VOLUME 3
Q RECORDS OF DAILY OBSERVATIONS & PROJECT MEETINGS:
Leachate Collection System
R PHOTOGRAPHS:
Leachate Collection System
S LABORATORY & FIELD TEST RESULTS:
Leachate Collection System
T PROTECTIVE COVER AS-BUILT SURVEY
U MATERIAL SUBMITTALS
Leachate Collection System

Construction of Cells 3B, 4, and 5 July 7, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

1-1

1.0 PROJECT DESCRIPTION
Great Oak Landfill is located in Randolph County, North Carolina (Figure 1). The landfill is owned by
Randolph County, North Carolina, and operated by Waste Management of Carolinas, Inc. Cells 3B, 4, and
5 occupy approximately 12.7 acres (553,214 sq. ft.) north of the existing Cells 1B and 2 at the landfill. The
majority of the earthwork performed to reach the design subgrade elevations in the cells consisted of mass
excavation. Mass excavation included the removal of partially weathered rock and blasting of
non-rippable rock. Structural fill was placed to bring the cell floor to the design grades after the blasting
was completed.

The Cells 3B, 4, & 5 base liner will consist of a subgrade (base grade), overlain by the secondary textured
60-mil geomembrane. The secondary geomembrane will be overlain by a leak detection system (LDS),
composed of an LDS geocomposite having a minimum transmissivity (Θ) of 5.1 x 10-9 m2/s, and
approximately 1,970 lf of perforated 8-inch diameter, SDR 11 HDPE pipe, surrounded by ASTM No. 57
stone. 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 south and east sides of the cells.

The leak detection system will be overlain by a geosynthetic clay liner (GCL). The GCL will be overlain
by the primary textured 60-mil HDPE geomembrane.

The primary geomembrane will be overlain by a leachate collection system (LCS), composed of an LCS
geocomposite having a minimum transmissivity (Θ) of 4.2 x 10-4 m2/s and approximately 1,970 lf of
perforated 8-inch diameter, SDR 9, HDPE pipe, surrounded by ASTM No. 57 stone. It also 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 protective cover consists of a minimum 2-foot thick layer of screened material with a maximum particle
size less than 3-inches (approximately 41,830 cy). The protective cover material was obtained during mass
excavation in the proposed cell footprint.

The ASTM No. 57 stone was obtained from an off-site quarry. The leachate system drains by gravity to the
northeast end of the cells, where it ties into the existing Cell 3A leachate collection system.

The purpose of this document is to report construction observations and testing by BLE and provide the
CQA report required by Title 15A, NCAC 13B, Section .1624 of the North Carolina Department of
Environmental Management (NCDEQ) and as outlined in the project contract documents and the CQA
Plan.

Volume 1 of 3 of this report documents the following construction of Cells 3B, 4, and 5:
• Structural fill and subgrade preparation.

Volumes 2 and 3 will document the following construction tasks of Cells 3B, 4, and 5:
• 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)

Construction of Cells 3B, 4, and 5 July 7, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

1-2

• Leachate Collection System (LCS) Geocomposite
• Protective cover layer, and
• Leachate collection system.

2.0 SUMMARY OF QUALITY CONTROL/QUALITY ASSURANCE PARTIES
The following parties were responsible for various aspects of quality control/quality assurance during the
construction of this project.
2.1 RANDOLPH COUNTY, NORTH CAROLINA
Randolph County is the owner of the Great Oak Landfill.
2.2 WASTE MANAGEMENT OF CAROLINAS, INC.
Waste Management of Carolinas, Inc. (Waste Management) is the operator of the Great Oak Landfill.
2.3 PROMUS ENGINEERING, LLC
Promus Engineering, LLC (Promus) of Chattanooga, Tennessee, is the Design Engineer for the Great Oak
Landfill. Promus prepared the project construction plans and a portion of the specifications. S&ME of
Raleigh, NC prepared the original permitted technical specifications and CQA Plan. SCS Engineers of
Charlotte, NC revised the technical specifications and CQA Plan in 2017.
2.4 EARNHARDT GRADING, INC.
Earnhardt Grading, Inc. (Earnhardt) of Stanley, North Carolina, was the general contractor for the
construction of Cells No. 3B, 4, and 5. Earnhardt Grading will also install the protective cover and leachate
collection system.
2.5 ENVIRONMENTAL SPECIALTIES INTERNATIONAL, INC.
Environmental Specialties International, Inc. (ESI) was contracted by Waste Management to complete the
geosynthetic installations of the 60-mil minimum textured HDPE geomembrane, the LDS and LCS
geocomposite, and the geosynthetic clay liner (GCL) for Cells No. 3B, 4, and 5. The geomembrane was
manufactured by Agru America, Inc. of Georgetown, South Carolina. The LDS and LCS geocomposite was
manufactured by SKAPS Industries of Commerce, Georgia. The geosynthetic clay liner was manufactured
by Solmax of Houston, Texas.
2.6 SURVEY CAROLINA PLLC
Survey Carolina PLLC (Survey Carolina) were retained by Earnhardt to serve as the surveyor of record.
Survey Carolina performed the as-built surveys to document the rock blasting, subgrade and the top of the
protective cover and the leachate collection system.
2.7 BUNNELL-LAMMONS ENGINEERING, INC.
Bunnell-Lammons Engineering, Inc. (BLE) was retained by of Waste Management to serve as the
independent third-party Construction Quality Assurance (CQA) firm. BLE has observed, tested, and
documented the procedures, processes, results, and related work, used to install, or construct the various
landfill components. BLE has specifically provided quality assurance field and laboratory testing during the
construction. The fieldwork has been performed under the direction of the CQA engineers, Mr. Jonathan
Usher, P.E., and Mr. Bjorn Sundquist, P.E.

Construction of Cells 3B, 4, and 5 July 7, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

1-3

3.0 CONSTRUCTION OBSERVATION AND TESTING
Construction observations are contained in the daily reports, which are presented in Appendix B, and a
series of color photographs of major project features is included in Appendix C. The general construction
procedures observed by BLE and the testing performed during landfill construction are summarized in the
following report sections.
3.1 CELLS 3B, 4, and 5
3.1.1 Site Preparation
Prior to construction, site vegetation and topsoil were cleared and grubbed to allow for the removal of
overburden soils and rock. Site grading to achieve the design subgrade elevations required mass
excavation and placement of structural fill. The excavation was performed by dozers and track
excavators loading articulated off-road trucks. Overburden soils and partially weathered rock above the
design subgrade elevations were ripped and removed from the Cells 3B, 4, and 5 area. Earnhardt used
blasting to remove rock that could not be excavated using conventional construction equipment to a
minimum of 4 feet of separation between the top of the subgrade and the top of bedrock. The soils and
blasted rock excavated during Cells 3B, 4, and 5 mass excavation were stockpiled in the on-site borrow area
to the west of Cells 3B, 4, and 5 for potential use as structural fill or protective cover. The stockpiled soils
were screened through a 3-inch mechanical screen for use as structural fill and protective cover.
3.1.2 Subgrade Preparation
During the Cells 3B, 4, and 5 construction, earthwork grading to obtain the design subgrade elevations
within the cells required earthwork cuts in a majority of the cell to have a minimum 4-foot buffer between
rock and the subgrade. Based on the survey data provided by Survey Carolina, PLLC and our site
observations, the minimum 4-foot buffer was verified by a BLE Professional Geologist, and these
reports are presented in Appendix D. Areas where structural fill was placed were successfully
proofrolled using a loaded off-road haul truck. The proofrolling was monitored by the CQA engineering
technician under the direction of the CQA engineer. Structural fill soils were placed in maximum 8-inch
thick loose lifts to reach the design subgrade elevations. The structural fill soils placed in the cell consisted
primarily of sandy silt and sandy clay borrowed from earthwork cut areas within the cell limits. The surface
of the soil subgrade was compacted, and in-place density tests performed to confirm that compaction
requirements were achieved. A total of 58,091 cy of structural fill were placed. The Cells 3B, 4, and 5
Base Grade As-Built Survey, prepared by the project surveyor (Survey Carolina) is presented in Appendix
A of this report volume.

The CQA technician performed field (in-place) density tests on the compacted structural fill and subgrade
in Cells 3B, 4, and 5, using the nuclear gauge method (ASTM D6938). The field sketch used for referencing
density test locations is provided in Appendix A (Figure 2). The test locations are referenced to a series of
grids with an area less than or equal to 10,000 sf to assist in achieving the specified in-place density test
coverage. The in-place density tests were compared to laboratory standard Proctor compaction tests (ASTM
D 698) of the site soils. Standard Proctor compaction test results representative of the structural fill soils are
presented in Appendix E. The results of the field density tests are presented in Appendix F, and document
that the structural fill was placed in accordance with the project Contract Documents and CQA Plan.

Construction of Cells 3B, 4, and 5 July 7, 2020
Great Oak Landfill BLE Project No. J20-13334-02
Randolph County, North Carolina

1-4

In conclusion, it is our professional opinion the structural fill and subgrade for Cells 3B, 4, and 5 have
been constructed in accordance with the following:

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

and the soil subgrade is acceptable for placement of the project geosynthetics. This statement is based
on the observation, field testing, and laboratory testing by CQA testing personnel under the direction of
CQA Engineer for Bunnell-Lammons Engineering, Inc. and the provided as-built survey information by
Survey Carolina.

Prior to deployment of the geosynthetics, each section of the soil subgrade will be approved by the CQA
technician based on guidance for acceptable surface preparation provided by the CQA engineer.

FIGURE 1:
FIGURE 2:
SITE LOCATION MAP
FIELD SKETCH – CELLS NO. 3B, 4, & 5
SUBGRADE AS-BUILT SURVEY
FIGURES
APPENDIX A

FIGURE 1: SITE LOCATION MAP
1
SITE

FIGURE 2: FIELD SKETCH – CELLS NO. 3B, 4, & 5
200100200400

SUBGRADE AS-BUILT SURVEY
EXISTING CELL 1B7.3 ACRESEXISTING CELL 3A8.2 ACRESFUTURE CELLS 6 &79.8 ACRES670660650640630620630650640680670660700690700690680670660650670Cell Area: 12.7 Acres730720710710660660650640LegendCell LimitsPlan ContoursBase GradeSEALL-4787IIRENNATWNADROYEVRUSDNALPROFESSIONALNORTHCAROLINAI, 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 GeosyntheticsJob #: 11737Base Grade As-Built SurveyCell 3B, 4 And 5 ConstructionGreat Oak LandfillNCDEQ Permit 7607-MSWLF-20153597 Old Cedar Falls RoadRandleman, NC 27317Asheboro TownshipRandolph CountyNorth CarolinaJune 6, 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]050100150Dan W Tanner IIDigitally signed by Dan W Tanner II Date: 2020.07.07 11:23:07 -04'00'

APPENDIX B
RECORDS OF DAILY OBSERVATIONS
AND PROJECT MEETINGS

RECORDS 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
03/16/2020
7:30
17:30
10
1
03/16/2020
Tommy Anderson
48
54
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Contractor started drilling in Cell 3B, 4 & 5, using a Sandik Ranger DX800.
55 locations drilled today.
N/A
Observed and documented the elevation, depth to rock, and the termination depth of the boreholes.
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
03/17/2020
7:30
17:30
10
2
03/16/2020
Tommy Anderson
48
54
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Contractor continued drilling in Cell 3B, 4 & 5, using a Sandik Ranger DX800.
93 locations drilled today.
N/A
Observed and documented the elevation, depth to rock, and the termination depth of the boreholes.
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
03/18/2020
7:30
13:30
10
3
03/16/2020
Tommy Anderson
51
62
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Contractor continued drilling in cell 3B, 4 & 5, using a Sandik Ranger DX800.
30 locations drilled today.
N/A
Observed and documented the elevation, depth to rock, and the termination depth of the boreholes.
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
04/02/2020
11:00
15:00
11.0
18
03/16/2020
Ben Nisbeth
4
50
60
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
1. Contractor moved structural fill materials from overburden located near the middle of the proposed cell, using a
track-hoe to load four off road dump trucks, to the area of structural fill placement in the north-center area of the
proposed cell.
2. Material was spread out, using a CAT D8 bulldozer, in loose lifts not exceeding 12 inches. The material was
compacted, using a CAT 815 compactor.
3. Contractor was also observed to be drilling, and preparing to blast rock, located near the south portion of the
proposed cell.
N/A
1. Observed contractor activities within the proposed cell.
2. Conducted soil density tests at three locations on the structural fill being placed near the north-central section
of the proposed cell. The three tests met the required 95% minimum compaction.
3. Observed that the material being used as structural fill appeared to not contain any material larger than 4
inches in diameter.
Rev. 2.10
Jonathan P. Usher, P.E.
200100200400Density test locations
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
04/06/2020
07:30
16:30
9
22
03/16/2020
Tommy Anderson
4
4 56
79
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading
1). Excavating soils to be placed as structural fill in the cell, and to be stockpiled.
2). Placing and compacting fill in the cell.
1) Density test on fill placed in the cell.
2) Sampling
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040004/06/2020Approximate area of excavationApproximate area of fill placement
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
04/14/2020
10:00
13:15
3.25
30
03/16/2020
TJ DANIEL
4
68
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
N/A
N/A
-BLE Geologist T.J. Daniel observed the geologic subgrade in the southern corner of cells 3B, 4, and 5.
-Soil observed to be a brown, fine to medium sandy, SILT.
-Rock from approximately 100-300' north of cell 1B tie in in portion of blasting area observed to be a greyish
green, massive, quartzite.
-No obvious quartz veins within the quartzite were visible but several boulders of white quartz ranging from 6" to
2' in diameter were visible in left over shot rock.
-Two joint features measured within quartzite with S1 strike = S80E and dip = 88 SW while S2 strike = N25W
and dip = 76 NE. One apparent fracture was denoted in an in situ boulder with strike = S48W and dip = 49 NW.
(continued on next page)
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017304/14/2020
TJ DANIEL
-Rock from approximately 0-100' north of cell 1B tie in in portion of blasting area varies from a tan slate to a tan
phyllite. The foliation of this formation has a strike = S25W and dip = 52 NE.
-Rock was blasted deeper than necessary for 4' vertical separation from top of structural fill in several areas.
-Observed blast area was approximately 300x200' in size with approximately 30% covered in >4" diameter shot
rock of various geology.
-TJD collected various rock samples to be brought back to BLE office for additional evaluation.

Photos of geologic observations can be found on the solid waste server at:
"\\BLEGVLSVR1\SolidWasteProjects\Great Oak Landfill\13334-02A Cells 3B, 4, and 5 Rock Blasting\Photos" and
all photos at original resolution with geotags can be found at https://photos.app.goo.gl/nM85QrugxNa5yHP66.

A more formal report will be prepared and submitted with BLE’s rock blasting certification letter, once all blasting
activities have been completed.
Jonathan P. Usher, P.E.
200100200400Approximate area withextensive >4" bouldersPhoto is facingsoutheast towardsactive face
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
04/15/2020
0700
1430
7.5
31
03/16/2020
James Fortson
4
40
58
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading
1. Contractor continued mass excavation of soil from the proposed cell footprint, using (1) CAT 349E excavator,
(1) D6N dozer, and (4) CAT 745 off-road dump trucks. All soil was transported to the stockpile located North of
the proposed cell, for screening and future use as fill.

2. Rock drill contractor continued rock drilling and preparing for blasting to remove rock.

3. Contractor continued to compact previously placed structural fill, using (1) CAT 815B compactor.
N/A
1. Observed contractors activities.

2. Obtained 6 stockpile structural fill samples, and 4 protective cover stockpile samples.

3. Performed 12 nuclear density density tests. All tests passed the minimum project specification of 95%
compaction.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040004/15/2020Compacted placed structural fillMass excavated and transported to stockpile for screening
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
04/22/2020
10:15am
38
03/16/2020
Benjamin Nisbeth, P.G.
4
52
64
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 Geologic Observation
Contractor was observed moving shot rock from the north end of the cell, to a stockpile located north of the cell.
Contractor was also observed moving screened structural fill material from the structural fill stockpile to the fill
area located near grids 32-33, 42-43, and 52-53. Materials were observed to be spread out with a CAT D6
bulldozer, and then compacted with a CT 815B sheepsfoot roller. Contractor performed proofroll in grids 3-4 adn
12-13. Rutting and pumping due to wet soils. Contractor was observed removing wet soils located near grids 3-4,
and 12-13.
N/A
Upon arrival, rep conducted a geologic observation of the exposed shot rock located near grids 12-13. Area of
shot rock observed was measured to be approximately 120 feet long (North-South axis), by approximately 45 feet
wide (East-West axis). Area was observed to be covered in shot rock, ranging in size from less than an inch in
diameter, up to approximately 2.5 feet in diameter. The shot rock was observed to consist mostly of partially
weathered quartzite, with some light brown slate (meta-mudstone) mixed in along the south end. Quartz veins
were not observed, however, small pieces of quartz were observed sporadically throughout the shot rock (2-5
inches in diameter). One Joint set was observed within the exposed quartzite, with the measured strike and dip
as follows: Strike = N 28 W, Dip = 83 E; Strike = N 39 W, Dip = 84 E. Data collected today from the geologic
observation will be reviewed and presented in a later report.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017304/22/2020
Benjamin Nisbeth, P.G.
BLE rep also observed a proofroll of the subgrade located near grids 3-4 and 12-13. Area was observed to have
not proofrolled successfully, with pumping and rutting of the soils observed. It was recommended that 8-12 inches
of material be removed and replaced with the screened structural fill. Recommendations were communicated to
Marc with Earnhardt Grading. It should be noted that the contractor began removing the wet soils prior to BLE rep
departing the job site today. Rep also conducted soil density tests on the structural fill material that was being
placed today near grids 32-33, 42-43, and 52-53. A total of five tests were conducted today. All five tests
conformed with the required compaction. Rep also collected soil samples from the screened structural fill
stockpile (total of six 5-gallon buckets), and transported them back to the lab for shipment to other labs and for
in-house analysis.

Rep also observed the geomembrane that had been delivered to the job site prior to today. Rep also observed
that the rolls delivered (87 rolls) matched with the numbers on the packing slips.
Jonathan P. Usher, P.E.
20010020040004/22/2020Geologic observation and proofroll areaStructural fill placement and density testing area
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
04/24/2020
1245
1545
3
40
03/16/2020
James Fortson
4
59
77
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading
1. Contractor continued to excavate soil out of the proposed cell footprint, using 1 CAT 349E excavator, 1 D6N
dozer, and 4 CAT 745 off-road dump trucks. All soil was transported to the stockpile located North of the
proposed cell for screening to be used as fill.

N/A
1. Observed contractors activities

2. Inventoried all geomembrane that had been previously delivered. All geomembrane rolls delivered were on the
approved delivery list.

3. Inventoried and measured all 8" HDPE pipe. All pipe delivered appeared to be consistent with the project
drawings with proper hole size, spacing, and offsets.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040004/24/2020Continued excavating soil to achieve subgrade elevation.
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
05/04/2020
11:30
14:30
10.0
50
03/16/2020
Benjamin Nisbeth, P.G.
4
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 Geologic Observation
Contractor was observed to be removing soils and blast from from the northeast area of the cell today. Material
was loaded onto three CAT 745 Off-Road dump trucks and hauled to the stockpile located north of the cell. Rep
also observed contractor blasting rock near Grid 21. Prior to departing the job site, rep observed contractor
beginning to haul structural fill from the structural fill stockpile to the cell near the northwest corner (Grids 47 and
37).
N/A
Upon arrival, rep observed a proofroll of the subgrade prior to placement of structural fill, located in Grids 16-20,
26-30, 36-40, and 46-50. Area was observed to have proofrolled successfully with a loaded Off-road dump truck
(CAT 745).
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017305/04/2020
Benjamin Nisbeth, P.G.
Rep conducted a geologic observation of the exposed rock and weathered rock after blasting in Grids 47-49, 55,
and 56. Area observed was measured to be approximately 300 feet long, by 35 feet wide, from the northwest
corner of the cell headed southeast along the west edge of the cell. Rep observed loose boulders approximately 4
inches in diameter, up to approximately 2.5 feet in diameter. Rep observed weathered and partially weathered
light brown to white phylite in the south 150 feet, with gray quartzite in the middle section (approximately 85 feet in
length), and weathered phylite with pieces of quartzite in the north 65 feet. Rep did not observe any exposed
quartz veins today. Additionally, suitable planar features (joint sets, foliations, fracture planes) were not exposed
today, so no strike and dip measurements could be obtained.
Jonathan P. Usher, P.E.
20010020040005/04/2020Proofroll areaProofroll areaGeologic observation area
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
05/07/2020
11:45
13:45
9.0
53
03/16/2020
Benjamin Nisbeth, P.G.
4
41
60
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 Geologic Observation
Contractor was observed to be removing landfill waste from the existing landfill cell, located west of the cell under
construction, in order to expose the landfill liner to tie into it. Material was loaded onto three CAT 745 off-road
dump trucks, and hauled to the active face of the landfill.
N/A
Upon arrival, BLE representative observed a proofroll of the cell subgrade prior to placement of structural fill near
Grids 1, 7-9, 16-19, and 26-29. Area was proofrolled with a loaded CAT 745 off-road dumptruck. Area was
observed to have proofrolled successfully with very little to no movement of the subgrade observed.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
Benjamin Nisbeth, P.G.
BLE Representative also conducted a geologic observation of the exposed shot-rock located near Grids 1, 7, 8,
18, and 28. Rep observed that these areas were comprised mainly of boulders of gray to green quartzite, ranging
in size from approximately 3 inches in diameter to approximately 2 feet in diameter. Quartz veins were not
observed today in the exposed shot-rock. Additionally, planer features (joint sets, foliations, fractures, etc.) were
not observed in any exposed, undisturbed bedrock, so strike and dip measurements were not collected today.
Jonathan P. Usher, P.E.
05/07/2020
20010020040005/07/2020Geologic observationProofroll area
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
05/14/2020
12:45
14:30
8.75
60
03/16/2020
Benjamin Nisbeth
4
4
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 Geologic Observation
Contractor was observed staging soils near Grids 24 and 34 for fine grading activities.
N/A
Upon arrival, BLE rep observed a proofroll of the subgrade prior to placement of structural fill near Grids 49, 50,
51, and 56. Area was proofrolled with a loaded CAT 740 off-road dump truck. Area was observed to have
proofrolled successfully with little to no deflection or rutting of the soils observed.

Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017305/14/2020
Benjamin Nisbeth
Rep also attempted to conduct a geologic observation of the same area near grids 49, 50, 51, and 56. Rep
observed several pockets of shot-rock consisting of weathered quartzite and weathered phylite, with boulders
observed ranging in size from approximately 2 inches in diameter up to approximately 18 inches in diameter. The
pockets of the weathered quartzite and phylite ranged in size from approximately 3 feet in diameter up to
approximately 25 feet in diameter, spread sporadically throughout the 4 grids observed today. Residual soils had
been graded across the area, so planer features (foliations, joint sets, fracture sets, etc.) were not observed
during today’s visit. Subsequently, strike and dip measurements were not collected today.
Jonathan P. Usher, P.E.
20010020040005/14/2020Approximate location of BLE proofroll observation
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
05/18/2020
13:30
16:30
11.0
64
03/16/2020
Jimmy Bartlett
4
N/A
88
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
N/A
N/A
Performed 18 density tests on structural fill.

Did required safety training before going on site.
Jonathan P. Usher, P.E.
Rev. 2.10
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
05/26/2020
11:45
16:45
5.0
72
03/16/2020
James Fortson
4 65
74
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading Inc.
1. Contractor continued placing structural fill along the southern tie-in in the southern corner of the cell, using 4
CAT 740 off-road dump trucks, 1 CAT D6N dozer, 1 CAT D8 dozer, 1 CAT 815 compactor, and 1 CAT smooth
drum compactor.

2. Contractor continued cleaning off southern tie-in, using 1 CAT 303 excavator.

3. Contractor unloaded, stored, and covered rolls of GCL on-site.

4. Contractor continued screening structural fill material outside of cell limits for future fill, using 1 CAT 349
excavator, 1 CAT D8 dozer, and 1 screen.
N/A
1. Observed placement of structural fill along the southern tie-in.
2. Observed cleaning off southern tie-in for future geosynthetics tie-in.
3. Performed 23 nuclear density tests structural fill. All tests exceeded 95% compaction by standard proctor.
4. Observed unloading rolls of GCL.
5. Observed screening of structural fill outside of cell limits.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040005/26/2020Placed structural fill along tie-inCleaned off tie-in for future connection
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
05/27/2020
07:00
17:00
10.0
73
03/16/2020
James Fortson
Mauricio Moreno
Jonathan Usher
4
4
65
72
4 STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
Earnhardt Grading, Inc.
1. Contractor continued placing structural fill along the southern tie-in in the southwestern corner of the cell, using
4 CAT 740 off-road dump trucks, 1 CAT D6N dozer, 1 CAT D8 dozer, 1 CAT 815 compactor, and 1 CAT smooth
drum compactor.

2. Contractor unloaded, stored, and covered rolls of GCL shipped to the site.

3. Contractor continued screening operations outside of cell footprint, using 1 CAT 349 excavator, 1 CAT D8
dozer, and 1 screen.
N/A
1. Observed placement of structural fill along the southern tie-in.

2. Observed unloading of GCL that was shipped to site.

3. Attended the predeployment meeting held with landfill personnel, BLE personnel, Earnhardt personnel, and
ESI personnel.

4. Inventoried on-site LCS and LDS GDM to ensure all delivered materials was on the approved roll list.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040005/27/2020Placed structural fill along 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
05/28/2020
07:00
18:00
11.0
74
03/16/2020
James Fortson
Mauricio Moreno
4
4
66
82
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor began excavating leachate collection corridor trench in the eastern half of the cell, using 4 laborers,
1 CAT D6N dozer, and 1 CAT 336 excavator

2. Contractor continued screening structural fill material for future placement in the cell footprint, using 1 CAT 349
excavator, 1 CAT D8 dozer, and 1 screen.

3. Contractor performed general site cleanup and bladed access roads after previous rain event.
N/A
1. Observed excavation of the leachate collection corridor trench along the eastern half of the cell.

2. Observed screening operations outside of cell limits.

3. Observed general site cleanup and access road repair.

4. Began inventorying on-site GCL to ensure all delivered materials was on the approved roll list.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040005/28/2020Began excavating and shaping leachate collection corridor 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
05/29/2020
07:00
17:30
5
75
03/16/2020
James Fortson
Mauricio Moreno
4
4
68
76
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor cleaned off tie-in along the Cell 3A using 8 laborers with flat-tipped shovels.

N/A
1. Observed cleaning the Cell 3A tie-in off using flat-tipped shovels.

Jonathan P. Usher, P.E.
Rev. 2.10
20010020040005/29/2020Contractor cleaned washed silt off the tie-in using flat tipped shovels
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
06/01/2020
07:00
19:00
11.50
78
03/16/2020
James Fortson
Mauricio Moreno
4
56
73
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor cleaned off tie-in and shaped the soil along the Cell 3A tie-in, using 8 laborers with flat-tipped
shovels, 1 CAT D6N dozer, and 1 CAT smooth drum roller.

2. Contractor filled in rills and ruts from the previous rain events along the eastern half of the cell, using 2 CAT
740 off-road dump trucks, 2 CAT D6N dozers, and 1 CAT smooth drum compactor.

3. Contractor began excavating northern anchor trench along the northern perimeter berm, using 1 CAT 336
excavator and 1 laborer.

4. Contractor continued to clean off the southern tie-in along the western half of the cell, using 1 CAT 336 and 4
laborers with shovels.
N/A
1. Observed cleaning and shaping soil against the Cell 3A tie-in.

2. Observed filling in of ruts and rills cause by previous rain event.

3. Observed excavation of anchor trench along the northern perimeter berm.

4. Observed cleaning off southern tie-in for future connection.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/01/2020Contractor cleaned washed-in silt off the tie-in, using flat tipped shovels, and shaped the soil interface to allow ESI to have a smooth transitionFilled in ruts and rills from the previous rain eventExcavated northern perimeter berm anchor trenchCleaned washed-in silt off the 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
06/02/2020
07:00
19:00
11.50
79
03/16/2020
James Fortson
Mauricio Moreno
4
56
73
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 OTHER
Earnhardt Grading, Inc.
1. Contractor pulled back existing material, to allow for more room to tie-in along the southern tie-in, using 1 CAT
336 excavator, 2 CAT 740 off-road dump trucks, and 4 laborers with shovels.

2. 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.
N/A
1. Observed pulling back waste along southern tie-in.

2. Observed placement of structural fill in the western half of the proposed cell.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/02/2020Pulled back material to allow for more room to tie-in.Graded, placed, and compacted structural fill
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
06/04/2020
0700
1830
11.00
81
03/16/2020
James Fortson
Mauricio Moreno
4
72
89
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 continued to apply water and smooth drum all surfaces in the eastern half of the cell, where FML
was being deployed, using 1 CAT smoothdrum 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 applying water and re-rolling subgrade surface along the eastern half of the cell.

3. Performed 15 Nuclear Density tests along top of subgrade. All tests passed 95% compaction by standard
proctor.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/04/2020Graded, placed, and compacted structural fill Added moisture and rerolll 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
06/05/2020
0700
1830
11.00
82
03/16/2020
James Fortson
Mauricio Moreno
4
70
86
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 continued to apply water and smooth drum all surfaces in the eastern half of the cell FML was being
deployed on using 1 CAT smoothdrum 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 applying water and rerolling subgrade surface along the eastern half of the cell.

3. Performed 7 Nuclear Density tests along top of subgrade. All tests passed 95% compaction by standard
proctor.
Jonathan P. Usher, P.E.
Rev. 2.10
20010020040006/05/2020Graded, placed, and compacted structural fill Added moisture and rerolll surface prior to FML deployment
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

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, 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

Recycling is a good thing. Please recycle any printed emails.
APPENDIX C
PHOTOGRAPHS
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells No. 3B, 4, & 5 Volume 1 of 3
Randolph County, North Carolina
Photograph No. 1: Clearing and excavating overburden soils from Cells No. 3B, 4, & 5.
Photograph No. 2: Drilling holes for blasting rock in Cells No. 3B, 4, & 5.
1
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells No. 3B, 4, & 5 Volume 1 of 3
Randolph County, North Carolina
Photograph No. 3: Blasted rock in Cells No. 3B, 4, & 5.
Photograph No. 4: Screening excavated soils for Cells No. 3B, 4, & 5.
2
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells No. 3B, 4, & 5 Volume 1 of 3
Randolph County, North Carolina
Photograph No. 5: Exposing the existing geomembrane tie-in along the Cells No. 3B, 4, & 5
boundary.
Photograph No. 6: Placing fill in Cells No. 3B, 4, & 5.
3
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells No. 3B, 4, & 5 Volume 1 of 3
Randolph County, North Carolina
Photograph No. 7: Excavation of leachate collection channel in Cells No. 3B, 4, & 5.
Photograph No. 8: Proof rolling the subgrade surface in Cells No. 3B, 4, & 5 using a loaded
off-road truck.
4
CQA Report Photographs BLE Project No. J20-13334-02
Great Oak Landfill – Cells No. 3B, 4, & 5 Volume 1 of 3
Randolph County, North Carolina
Photograph No. 9: Finishing subgrade surface in Cells No. 3B, 4, & 5 prior to liner installation.
Photograph No. 10: Finished subgrade surface in Cells No. 3B, 4, & 5 prior to liner installation.
5

APPENDIX D
REPORT OF GEOLOGIC
OBSERVATIONS
GEOLOGIC OBSERVATION
REPORT:
EASTERN PORTION OF CELLS
3B, 4, AND 5
GREAT OAK MSW LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
SOLID WASTE PERMIT NO. 7607-MSWLF-2015
Prepared For:
Waste Management of South Carolina, Inc.
1047 Highway Church Road
Elgin, South Carolina 29045
BLE Project Number J20-13334-02
BLE North Carolina Business License C-1538
May 28, 2020

May 28, 2020

North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, NC 27699-1601

Attention: Ms. Christine Ritter, Hydrogeologist

Subject: Geologic Observation Report:
Eastern Portion of Cells 3B, 4, and 5
Great Oak Landfill
Randolph County, North Carolina
Solid Waste Permit Number 7607-MSWLF-2015
BLE North Carolina Business License C-1538
BLE Project Number J20-13334-02

Dear Ms. Harrison:
As authorized, Bunnell-Lammons Engineering, Inc. (BLE) has assembled this report of Geologic
Observations carried out by North Carolina licensed geologists as related to cell subgrade preparation in
the eastern portion of Cells 3B, 4, and 5, which are currently under construction. A separate report
including the western portion of Cells 3B, 4, and 5 will be submitted at a later date. This project was
required by the North Carolina Department of Environmental Quality (NCDEQ) and is to be submitted by
BLE on behalf of Waste Management, Inc. for approval prior to deployment of the landfill liner system, as
outlined in the Solid Waste Permit No. 7607-MSWLF-2015 issued for the landfill. The enclosed report
describes the work performed and presents the results obtained.

We appreciate the opportunity to serve as your geological and geotechnical consultant on this project and
look forward to working with you in the future. If you have any questions, please contact us at (864) 288-
1265.

Sincerely,
BUNNELL LAMMONS ENGINEERING INC.

T.J. Daniel, P.G. Mark Preddy, P.G.
Staff Geologist Senior Geologist
Licensed, North Carolina No. 2653 Licensed, North Carolina No. 1043

cc: Susan Harrison, P.E. – Waste Management
Jonathan Usher, P.E. – Bunnell Lammons Engineering
Bjorn Sundquist, P.E. – Bunnell Lammons Engineering
Rob Witcher, P.E. – Promus Engineering

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
i of i
TABLE OF CONTENTS

1.0 PROJECT INFORMATION ........................................................................................................ 1
2.0 GEOLOGIC OBSERVATIONS ................................................................................................... 2
3.0 VERTICAL SEPARATION CERTIFICATION ........................................................................ 3
4.0 CONCLUSION .............................................................................................................................. 4

TABLES

Table 1 Top of Rock Vertical Separation

FIGURES

Figure 1 Site Location Map
Figure 2 Top of Rock Vertical Separation Survey

APPENDICES

Appendix A Rock Blasting Plan
Appendix B Daily Reports and Field Sketches
Appendix C Photographs

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
1 of 4
1.0 PROJECT INFORMATION

The existing Great Oak Municipal Solid Waste (MSW) Landfill is located on Old Cedar Falls Road
approximately four (4) miles northeast of Asheboro, North Carolina (Figure 1). The landfill is owned and
operated by Waste Management (WM). The landfill development is being implemented in phases as new
solid waste cells are needed. To date, Cell Nos. 1A, 1B, 2, and 3A have been constructed. Cell No’s. 3B,
4 and 5 are currently under construction and are nearing completion. Subgrade preparation activities have
been completed in the eastern portion of Cells 3B, 4, and 5 and liner installation is ready to proceed at the
approval of this geologic observation report.

Rock blasting was performed along the southern, west-central, and northern portions of the cell construction
area. The approximate blast area occupies <20% of the 12.7-acre Cells 3B, 4, and 5 footprint. A North
Carolina licensed BLE geologist (either Mr. Benjamin Nisbeth or Mr. T.J. Daniel) was on call to be on site
within 48 hours post-blasting event to inspect the geologic subgrade. Three (3) geologic observations were
performed in the eastern portion of Cells 3B, 4, and 5 on April 14, April 22, and May 14, 2020.

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
2 of 4
2.0 GEOLOGIC OBSERVATIONS
Pursuant to the facilities Permit to Construct issued January 19, 2016 and in accordance with the facilities
blasting plan for Cells 3B, 4, and 5 approved on March 23, 2020 (Appendix A) a brief summary of the
geologic conditions encountered in the eastern portion of Cells 3B, 4, and 5 are as follows:

• Contractor excavation exposed “unrippable” rock above the proposed subgrade elevation
and resulted in the blasting and over excavation of rock from <20% of the 12.7-acre cell
area.
• In areas where rock had not been exposed, soil was observed as a brown, fine to medium
sandy, SILT and is consistent with regolith derives from the Uwharrie Formation and
Carolina Slate Belt.
• The bedrock encountered within the cell area predominately consisted of a grey-green
quartzite ranging in size from three (3) inches to twenty-five (25) feet in diameter. The
quartzite was overlain in areas by a tan to white slate (meta-mudstone) and phyllite ranging
in size from three (3) inches to two and a half (2.5) feet in diameter. No in situ quartz veins
were observed within the exposed rock; however, there were several boulders ranging from
three (3) inches to two (2) feet in diameter amongst the shot rock, indicating isolated
intrusive quartz veins were present.
• Strike and dip values were taken when encountered on exposed in situ bedrock (see
Appendix B) and were consistent with the range of values denoted in the Site
Hydrogeologic Report (SHR) prepared by Golder Associates and dated December, 2014.

A more detailed summary of geologic observations and field sketches for this subgrade inspection of the
eastern portion of Cells 3B, 4, and 5 is included in Appendix B of this report.

In areas where a greater than four (4) foot separation between the top of rock and proposed landfill subgrade
was achieved, as much shot rock as feasible was removed by the contractor. In the event that any shot rock
was left behind structural fill was placed above and around these areas and proof rolled with a loaded CAT
740 dump truck to ensure that proper stability was achieved.

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
3 of 4
3.0 VERTICAL SEPARATION CERTIFICATION
Pursuant to rule 15A NCAC 13B.1624(b)(4), for municipal solid waste landfills, and the facilities approved
Permit to Construct, the top of the landfill subgrade and subsequent bottom of the liner system must
maintain a minimum four (4) foot vertical separation from the top of bedrock. Prior to blasting within the
cell footprint, Survey Carolina, PLLC., was contracted to survey the initial elevations of bedrock. These
same northings and easting were surveyed again after blasting was complete and the appropriate amount of
shot rock was removed. Table 1 shows the total separation between top of rock and top of subgrade in the
eastern portion of Cells 3B, 4, and 5 to ensure that a minimum of four (4) feet of separation was achieved.
A plot of the bedrock survey locations in the eastern cell area can be found on Figure 2.

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
4 of 4
4.0 CONCLUSION
Bedrock that was exposed in <20% of the 12.7 acre Cells 3B, 4, and 5 footprint was exposed, blasted, and
removed to create a four (4) foot vertical separation from top of bedrock to the top of subgrade. A North
Carolina licensed geologist was mobilized to the site three (3) times in order to observe the exposed
geologic subgrade in the eastern portion of Cells 3B, 4, and 5 and to ensure that no impacts to the integrity
of the environmental monitoring system had occurred.

All surveyed locations were shown to have a minimum of at least four (4.0) feet of separation between the
top of bedrock and the top of subgrade.

A separate report will be prepared and submitted for the western portion of Cells 3B, 4, and 5 at a later date.

TABLES

Point NumberNorthing (ft)Easting (ft)Base Elevation (ft)Subgrade Below Liner (ft)Difference Between Base Elevation and Subgrade (ft)Top of Rock (ft)Depth to Rock Below Liner (ft)1102728005.771777102.89633.19633.230.05628.744.501103727975.091777060.57634.00634.030.03629.574.461105727933.181777115.24632.00632.040.04627.844.201112727699.211776755.64647.99648.040.05643.774.271113727714.091776692.29650.00650.050.05645.854.201114727700.371776654.25650.68650.710.03646.644.071115727801.841776690.16652.19652.200.01647.734.471116727732.711776665.70651.16651.210.05647.074.141117727765.271776743.72649.14649.160.02645.054.111121727682.471776677.54652.00652.000.00647.684.321125727634.121776784.78660.00660.030.03655.264.761126727657.581776838.23660.00660.030.03655.264.771127727684.701776775.60650.00650.010.01645.694.321128727701.161776813.13650.00650.060.06645.834.231138727566.331776817.80662.26662.330.07657.814.521139727538.771776800.02672.00672.060.06667.384.691163727490.451776874.88672.01672.070.07667.924.151167727977.791777141.22631.80631.810.01627.064.751168727992.681777149.89638.00638.010.01632.045.971169728001.241777154.88638.05638.090.04632.985.111178727963.961777200.62634.00634.040.04629.134.921179727960.081777197.47634.00634.000.00629.844.161180727940.111777203.57629.63629.690.06625.404.291181727910.361777188.16629.72629.780.07625.694.09Survey provided by Survey Carolina, PLLC., on May 26, 2020.RANDOLPH COUNTY, NORTH CAROLINAGEOLOGIC OBSERVATION REPORT - EASTERN PORTION OF CELLS 3B, 4, & 5Bunnell-Lammons Engineering, Inc. Project No. J20-13334-02Table 1TOP OF ROCK VERTICAL SEPARATIONGREAT OAK LANDFILL

FIGURES

SITE
200100200400

APPENDIX A
Rock Blasting Plan
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APPENDIX B
Daily Reports and Field Sketches

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
04/14/2020
10:00
13:15
3.25
30
03/16/2020
TJ DANIEL
68
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM OTHER
N/A
N/A
-BLE Geologist T.J. Daniel observed the geologic subgrade in the southern corner of cells 3B, 4, and 5.
-Soil observed to be a brown, fine to medium sandy, SILT.
-Rock from approximately 100-300' north of cell 1B tie in in portion of blasting area observed to be a greyish
green, massive, quartzite.
-No obvious quartz veins within the quartzite were visible but several boulders of white quartz ranging from 6" to
2' in diameter were visible in left over shot rock.
-Two joint features measured within quartzite with S1 strike = S80E and dip = 88 SW while S2 strike = N25W
and dip = 76 NE. One apparent fracture was denoted in an in situ boulder with strike = S48W and dip = 49 NW.
(continued on next page)
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQATECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017304/14/2020
TJ DANIEL
-Rock from approximately 0-100' north of cell 1B tie in in portion of blasting area varies from a tan slate to a tan
phyllite. The foliation of this formation has a strike = S25W and dip = 52 NE.
-Rock was blasted deeper than necessary for 4' vertical separation from top of structural fill in several areas.
-Observed blast area was approximately 300x200' in size with approximately 30% covered in >4" diameter shot
rock of various geology.
-TJD collected various rock samples to be brought back to BLE office for additional evaluation.

Photos of geologic observations can be found on the solid waste server at:
"\\BLEGVLSVR1\SolidWasteProjects\Great Oak Landfill\13334-02A Cells 3B, 4, and 5 Rock Blasting\Photos" and
all photos at original resolution with geotags can be found at https://photos.app.goo.gl/nM85QrugxNa5yHP66.

A more formal report will be prepared and submitted with BLE’s rock blasting certification letter, once all blasting
activities have been completed.
Jonathan P. Usher, P.E.
200100200400Approximate area withextensive >4" bouldersPhoto is facingsoutheast towardsactive face
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
04/22/2020
10:15am
38
03/16/2020
Benjamin Nisbeth, P.G.
52
64
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM Geologic Observation
Contractor was observed moving shot rock from the north end of the cell, to a stockpile located north of the cell.
Contractor was also observed moving screened structural fill material from the structural fill stockpile to the fill
area located near grids 32-33, 42-43, and 52-53. Materials were observed to be spread out with a CAT D6
bulldozer, and then compacted with a CT 815B sheepsfoot roller. Contractor performed proofroll in grids 3-4 adn
12-13. Rutting and pumping due to wet soils. Contractor was observed removing wet soils located near grids 3-4,
and 12-13.
N/A
Upon arrival, rep conducted a geologic observation of the exposed shot rock located near grids 12-13. Area of
shot rock observed was measured to be approximately 120 feet long (North-South axis), by approximately 45 feet
wide (East-West axis). Area was observed to be covered in shot rock, ranging in size from less than an inch in
diameter, up to approximately 2.5 feet in diameter. The shot rock was observed to consist mostly of partially
weathered quartzite, with some light brown slate (meta-mudstone) mixed in along the south end. Quartz veins
were not observed, however, small pieces of quartz were observed sporadically throughout the shot rock (2-5
inches in diameter). One Joint set was observed within the exposed quartzite, with the measured strike and dip
as follows: Strike = N 28 W, Dip = 83 E; Strike = N 39 W, Dip = 84 E. Data collected today from the geologic
observation will be reviewed and presented in a later report.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQATECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017304/22/2020
Benjamin Nisbeth, P.G.
BLE rep also observed a proofroll of the subgrade located near grids 3-4 and 12-13. Area was observed to have
not proofrolled successfully, with pumping and rutting of the soils observed. It was recommended that 8-12 inches
of material be removed and replaced with the screened structural fill. Recommendations were communicated to
Marc with Earnhardt Grading. It should be noted that the contractor began removing the wet soils prior to BLE rep
departing the job site today. Rep also conducted soil density tests on the structural fill material that was being
placed today near grids 32-33, 42-43, and 52-53. A total of five tests were conducted today. All five tests
conformed with the required compaction. Rep also collected soil samples from the screened structural fill
stockpile (total of six 5-gallon buckets), and transported them back to the lab for shipment to other labs and for
in-house analysis.

Rep also observed the geomembrane that had been delivered to the job site prior to today. Rep also observed
that the rolls delivered (87 rolls) matched with the numbers on the packing slips.
Jonathan P. Usher, P.E.
20010020040004/22/2020Geologic observation and proofroll areaStructural fill placement and density testing area
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
05/14/2020
12:45
14:30
8.75
60
03/16/2020
Benjamin Nisbeth
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM Geologic Observation
Contractor was observed staging soils near Grids 24 and 34 for fine grading activities.
N/A
Upon arrival, BLE rep observed a proofroll of the subgrade prior to placement of structural fill near Grids 49, 50,
51, and 56. Area was proofrolled with a loaded CAT 740 off-road dump truck. Area was observed to have
proofrolled successfully with little to no deflection or rutting of the soils observed.

Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQATECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017305/14/2020
Benjamin Nisbeth
Rep also attempted to conduct a geologic observation of the same area near grids 49, 50, 51, and 56. Rep
observed several pockets of shot-rock consisting of weathered quartzite and weathered phylite, with boulders
observed ranging in size from approximately 2 inches in diameter up to approximately 18 inches in diameter. The
pockets of the weathered quartzite and phylite ranged in size from approximately 3 feet in diameter up to
approximately 25 feet in diameter, spread sporadically throughout the 4 grids observed today. Residual soils had
been graded across the area, so planer features (foliations, joint sets, fracture sets, etc.) were not observed
during today’s visit. Subsequently, strike and dip measurements were not collected today.
Jonathan P. Usher, P.E.
20010020040005/14/2020Approximate location of BLE proofroll observation

APPENDIX C
Photographs

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02

Photograph #1: 4-foot excavation of blasted rock in the south-central portion of the blast area near
existing Cell 1B taken on 4-14-20.

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02

Photograph #2: Representative shot rock size and distribution in the northeastern corner of the blast area,
taken 5-7-20.

Geologic Observation Report: Eastern Portion of Cells 3B, 4, and 5 May 28, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02

Photograph #3: A loaded CAT 740 off-road truck proof rolling a section of blasted and over excavated
rock prior to the placement of structural fill, taken 5-14-20.

GEOLOGIC OBSERVATION
REPORT:
WESTERN PORTION OF CELLS
3B, 4, AND 5

GREAT OAK MSW LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
SOLID WASTE PERMIT NO. 7607-MSWLF-2015

Prepared For:
Waste Management of South Carolina, Inc.
1047 Highway Church Road
Elgin, South Carolina 29045
BLE Project Number J20-13334-02
BLE North Carolina Business License C-1538

June 8, 2020

June 8, 2020

North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, NC 27699-1601

Attention: Ms. Christine Ritter, Hydrogeologist

Subject: Geologic Observation Report:
Western Portion of Cells 3B, 4, and 5
Great Oak Landfill
Randolph County, North Carolina
Solid Waste Permit Number 7607-MSWLF-2015
BLE North Carolina Business License C-1538
BLE Project Number J20-13334-02

Dear Ms. Harrison:
As authorized, Bunnell-Lammons Engineering, Inc. (BLE) has assembled this report of Geologic
Observations carried out by North Carolina licensed geologists as related to cell subgrade preparation in
the western portion of Cells 3B, 4, and 5, which are currently under construction. A separate report
including the eastern portion of Cells 3B, 4, and 5 was approved by the state on May 29, 2020. This project
was required by the North Carolina Department of Environmental Quality (NCDEQ) and is to be submitted
by BLE on behalf of Waste Management, Inc. for approval prior to deployment of the landfill liner system,
as outlined in the Solid Waste Permit No. 7607-MSWLF-2015 issued for the landfill. The enclosed report
describes the work performed and presents the results obtained.

We appreciate the opportunity to serve as your geological and geotechnical consultant on this project and
look forward to working with you in the future. If you have any questions, please contact us at (864) 288-
1265.

Sincerely,
BUNNELL LAMMONS ENGINEERING INC.

T.J. Daniel, P.G. Bjorn Sundquist, P.E.
Staff Geologist Senior Engineer
Licensed, North Carolina No. 2653 Licensed, North Carolina No. 42473

cc: Susan Harrison, P.E. – Waste Management
Jonathan Usher, P.E. – Bunnell Lammons Engineering
Mark Preddy, P.G. – Bunnell Lammons Engineering
Rob Witcher, P.E. – Promus Engineering

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
i of i

TABLE OF CONTENTS

1.0 PROJECT INFORMATION ........................................................................................................ 1
2.0 GEOLOGIC OBSERVATIONS ................................................................................................... 2
3.0 VERTICAL SEPARATION CERTIFICATION ........................................................................ 3
4.0 CONCLUSION .............................................................................................................................. 4

TABLES

Table 1 Top of Rock Vertical Separation

FIGURES

Figure 1 Site Location Map
Figure 2 Top of Rock Vertical Separation Survey

APPENDICES

Appendix A Rock Blasting Plan
Appendix B Daily Reports and Field Sketches
Appendix C Photographs

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
1 of 4

1.0 PROJECT INFORMATION

The existing Great Oak Municipal Solid Waste (MSW) Landfill is located on Old Cedar Falls Road
approximately four (4) miles northeast of Asheboro, North Carolina (Figure 1). The landfill is owned and
operated by Waste Management (WM). The landfill development is being implemented in phases as new
solid waste cells are needed. To date, Cell Nos. 1A, 1B, 2, and 3A have been constructed. Cell No’s. 3B,
4 and 5 are currently under construction and are nearing completion. Subgrade preparation activities have
been completed in the western portion of Cells 3B, 4, and 5 and liner installation is ready to proceed at the
approval of this geologic observation report.

Rock blasting was performed along the southwestern, west-central, and northwestern portions of the cell
construction area. The approximate blast area occupies <20% of the 12.7-acre Cells 3B, 4, and 5 footprint.
A North Carolina licensed BLE geologist (Mr. Benjamin Nisbeth) was on call to be on site within 48 hours
post-blasting event to inspect the geologic subgrade. Two (2) geologic observations were performed in the
western portion of Cells 3B, 4, and 5 on May 4, 2020 and May 7, 2020.

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
2 of 4

2.0 GEOLOGIC OBSERVATIONS
Pursuant to the facilities Permit to Construct issued January 19, 2016 and in accordance with the facilities
blasting plan for Cells 3B, 4, and 5 approved on March 23, 2020 (Appendix A) a brief summary of the
geologic conditions encountered in the western portion of Cells 3B, 4, and 5 are as follows:

• Contractor excavation exposed “unrippable” rock above the proposed subgrade elevation
and resulted in the blasting and over excavation of rock from <20% of the 12.7-acre cell
area.
• In areas where rock had not been exposed, soil was observed as a brown, fine to medium
sandy, SILT and is consistent with regolith derives from the Uwharrie Formation and
Carolina Slate Belt.
• The bedrock encountered within the cell area predominately consisted of a grey-green
quartzite ranging in size from three (3) inches to two and a half (2.5) feet in diameter. The
quartzite was overlain in areas by a tan to white slate (meta-mudstone) and phyllite ranging
in size from three (3) inches to two and a half (2.5) feet in diameter. No in situ quartz veins
were observed within the exposed rock; however, there were several boulders ranging from
three (3) inches to two (2) feet in diameter amongst the shot rock, indicating isolated
intrusive quartz veins were present.
• No planar features were visible and as such no strike and dip values were taken within the
western portion of Cells 3B, 4, and 5.

A more detailed summary of geologic observations and field sketches for this subgrade inspection of the
western portion of Cells 3B, 4, and 5 is included in Appendix B of this report.

In areas where a greater than four (4) foot separation between the top of rock and proposed landfill subgrade
was achieved, as much shot rock as feasible was removed by the contractor. In the event that any shot rock
was left behind structural fill was placed above and around these areas and proof rolled with a loaded CAT
745 dump truck to ensure that proper stability was achieved.

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
3 of 4

3.0 VERTICAL SEPARATION CERTIFICATION
Pursuant to rule 15A NCAC 13B.1624(b)(4), for municipal solid waste landfills, and the facilities approved
Permit to Construct, the top of the landfill subgrade and subsequent bottom of the liner system must
maintain a minimum four (4) foot vertical separation from the top of bedrock. Prior to blasting within the
cell footprint, Survey Carolina, PLLC., was contracted to survey the initial elevations of bedrock. These
same northings and easting were surveyed again after blasting was complete and the appropriate amount of
shot rock was removed. Table 1 shows the total separation between top of rock and top of subgrade in the
western portion of Cells 3B, 4, and 5 to ensure that a minimum of four (4) feet of separation was achieved.
A plot of the bedrock survey locations in the western cell area can be found on Figure 2.

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02
4 of 4

4.0 CONCLUSION
Bedrock that was exposed in <20% of the 12.7 acre Cells 3B, 4, and 5 footprint was exposed, blasted, and
removed to create a four (4) foot vertical separation from top of bedrock to the top of subgrade. A North
Carolina licensed geologist was mobilized to the site three (3) times in order to observe the exposed
geologic subgrade in the western portion of Cells 3B, 4, and 5 and to ensure that no impacts to the integrity
of the environmental monitoring system had occurred.

All surveyed locations were shown to have a minimum of at least four (4.0) feet of separation between the
top of bedrock and the top of subgrade.

A separate report was submitted for the eastern portion of Cells 3B, 4, and 5 and approved by the NCDEQ
on May 29, 2020.

TABLES

Point Number Northing (ft) Easting (ft)
Base Elevation
(ft)
Subgrade
Below Liner
(ft)
Difference
Between Base
Elevation and
Subgrade (ft)
Top of Rock
(ft)
Depth to Rock
Below Liner
(ft)
1000 728316.14 1776474.34 710.19 710.26 0.07 705.80 4.46
1001 728225.38 1776432.36 708.69 708.76 0.07 704.61 4.15
1002 728134.61 1776390.39 707.69 707.74 0.05 703.57 4.17
1003 728043.85 1776348.42 707.10 707.17 0.07 702.75 4.42
1004 727951.89 1776309.12 707.99 708.05 0.06 703.96 4.09
1005 727872.72 1776277.67 709.84 709.87 0.03 705.41 4.46
1007 728313.18 1776481.36 710.20 710.20 0.00 705.50 4.70
1008 728308.30 1776478.97 710.12 710.14 0.02 705.65 4.49
1009 728222.24 1776439.15 708.69 708.70 0.01 704.23 4.47
1010 728131.48 1776397.17 707.68 707.68 0.00 703.12 4.56
1011 728040.71 1776355.20 707.09 707.13 0.04 702.98 4.15
1012 727948.75 1776315.91 708.00 708.02 0.02 703.74 4.28
1013 727869.38 1776284.38 709.86 709.90 0.04 704.98 4.92
1015 728283.06 1776552.61 687.99 688.04 0.05 683.54 4.50
1016 728278.46 1776550.66 687.99 688.04 0.05 683.46 4.58
1017 728267.43 1776546.00 684.00 684.07 0.07 679.71 4.36
1018 728214.83 1776519.91 683.64 683.70 0.06 679.30 4.40
1019 728162.24 1776493.82 683.27 683.29 0.02 679.22 4.07
1020 728094.58 1776429.33 692.67 692.71 0.04 687.42 5.29
1021 728026.47 1776365.30 702.00 702.00 0.00 697.28 4.72
1022 727993.80 1776346.91 702.78 702.84 0.06 698.51 4.33
1023 727943.09 1776328.15 703.53 703.60 0.07 699.25 4.35
1028 727929.23 1776358.13 702.00 702.06 0.06 697.70 4.36
1029 728092.38 1776552.26 673.04 673.06 0.02 668.90 4.16
1037 727795.49 1776423.32 683.00 683.03 0.03 679.00 4.03
1039 727752.81 1776467.14 672.00 672.01 0.01 667.67 4.34
1040 727763.08 1776476.70 667.40 667.47 0.07 663.36 4.11
1041 727866.89 1776454.59 686.15 686.20 0.05 681.11 5.09
1042 727896.14 1776530.02 674.29 674.31 0.02 670.15 4.16
1044 727858.25 1776554.53 664.00 664.00 0.00 659.67 4.33
1045 727810.67 1776515.62 665.70 665.75 0.05 661.57 4.18
1046 727838.78 1776485.10 675.92 675.92 0.00 671.35 4.57
1047 727898.06 1776406.36 694.07 694.11 0.04 689.81 4.30
1048 727983.03 1776420.20 692.68 692.71 0.03 688.19 4.52
1049 727939.58 1776475.11 683.37 683.42 0.05 678.90 4.52
1050 728038.18 1776488.04 682.58 682.61 0.03 677.78 4.83
1051 727981.78 1776546.74 672.48 672.49 0.01 667.71 4.78
1052 728160.09 1776595.04 672.57 672.57 0.00 667.71 4.86
1053 728227.80 1776637.82 672.09 672.12 0.03 667.84 4.28
1054 728239.52 1776642.77 676.34 676.38 0.04 671.82 4.56
1055 728244.13 1776644.72 676.34 676.34 0.00 671.93 4.41
1056 728214.19 1776715.55 667.17 667.22 0.05 663.13 4.09
1057 728209.58 1776713.61 667.17 667.23 0.06 662.97 4.26
1058 728197.86 1776708.65 662.93 662.93 0.00 658.87 4.06
1059 728110.19 1776659.67 662.87 662.88 0.01 658.79 4.09
1080 727719.33 1776520.26 669.92 669.94 0.02 665.47 4.47
1081 727730.47 1776527.42 665.48 665.53 0.05 661.33 4.20
1082 727778.63 1776580.74 662.80 662.81 0.01 658.52 4.29
1083 727878.79 1776604.64 660.91 660.93 0.02 656.64 4.29
1086 727844.31 1776641.55 658.86 658.89 0.03 654.56 4.33
1087 727809.82 1776678.47 656.81 656.81 0.00 652.28 4.53
1088 727746.60 1776645.86 659.06 659.06 0.00 654.67 4.39
1089 727684.83 1776610.53 662.00 662.01 0.01 657.73 4.28
1090 727697.87 1776578.15 663.56 663.61 0.05 659.27 4.34
1091 727686.64 1776570.91 668.00 668.04 0.04 663.57 4.47
1120 727632.79 1776654.35 669.51 669.57 0.06 665.13 4.44
1123 727587.09 1776725.15 670.80 670.86 0.06 666.45 4.41
1124 727616.21 1776743.94 660.00 660.07 0.07 655.49 4.58
Survey provided by Survey Carolina, PLLC., on June 8, 2020.
RANDOLPH COUNTY, NORTH CAROLINA
GEOLOGIC OBSERVATION REPORT - WESTERN PORTION OF CELLS 3B, 4, & 5
Bunnell-Lammons Engineering, Inc. Project No. J20-13334-02
Table 1
TOP OF ROCK VERTICAL SEPARATION
GREAT OAK LANDFILL

FIGURES

1
SITE
200100200400

APPENDIX A
Rock Blasting Plan
Carolina Drilling, Inc.
326 Railroad St.
Mocksville, NC 27028
Jason Tutterow
336-607-4478
[e-mail]

-Blasting Plan Information for the Randleman Landfill 3597 Old Cedar Falls Rd.

Procedures

1. Holes will be laid on a 6’x6’ box pattern to an 8’x8’ box pattern depending on rock
density and depth. The average and most used pattern will be the 7’x7’ box pattern.
2. Holes will be drilled 3.5” inches in diameter maximum with an average depth of 15’
deep. So far, the cuts have ranged from 4.5’ to 18’ deep.
3. Holes will be drilled with Tamrock Ranger 800’ or a Sandvik DX800’ (same machine
different name depending on year model). Each one of the machines has digital level on
it for straight hole setup.
4. All explosives will be brought in daily and no explosives will be stored onsite overnight.
Either Elite Blasting or Carolina Drilling will haul all explosives in accordance with the
NCDOT and USDOT.
5. Dry holes will be loaded with a 1 ¼”x8” stick of Riodin dynamite and ANFO. Wet holes
will be loaded with a booster and Riohit emulsion sticks. All holes will have a minimum
stemming 5.5’.
6. Only non-electric blasting caps will be used 25/500ms factory delayed.
7. SDS sheet will be attached.
8. All holes will be loaded with non-sparking tools (depth gauges and loading poles).
9. The rock in this area is of medium thickness and will only take 3’ to 11’ of the boreholes
to loaded with explosives. In this case our average stemming (78m) will be held at 5.5’
to 9’.
10. All holes will be wired with a minimum of 8ms of delay between them giving us 1 hole
per delay.
11. The holes then will be walked over to make sure all connections are clean.
12. Vibratech will have all seismographs in place before any blasting is done.
13. Once the area is cleared by Earnhardt Grading and Carolina Drilling a series of horns will
be sound.
-Three short blast for a 5 minute warning

-Two long blast for a 1 minute warning

-One long blast for an all clear, back to work after the shot has been inspected to assure
all holes have fired.

Drilling Equipment

-A Sandvik DX800 or Tamrock Ranger 800 will be used, this machine has a digital level on
the boom that reads in the cab.

Seismology and Preblast Surveys

Vibratech is handling the preblast surveys and seismology on this project. All machines
shall be calibrated within 6 months of the blast.

Post Blast Report or Shot Report

A shot report used by Carolina Drilling blaster will be attached to this plane. It will show
the following as required.
1. Material data information on products used.
2. Drawing of shot, with hole diameter, depth, voids, etc.
3. Loading diagram with weights of explosives used
4. Amount and type of explosives
5. Delay and initiation method
6. Results and yardages
7. Vibratech will furnished readings
8. A blast damage report if necessary.
Carolina Drilling
326 Railroad St.
Mocksville, NC 27028
336-607-4478

Resumes

-Jason Tutterow
546 N. Hiddenbrooke Dr.
Advance, NC 27006

Date of Birth: 3/13/76
NCDL: 8735947
Job Title: Owner, Operator, Blaster, Blast Consultant, Project Manager

Work History:
Part time at Carolina Drilling (1990-1997) blasters helper
Full time at Carolina Drilling (1997 until present) blaster, blast consultant, MSHA
trained, OSHA 10 certified, Haz Mat training every 2 years, MSHA trained 2004 to
2018, Licensed blaster in the State of Tennessee

-Randy Key
3660 Cash Dr.
Winston-Salem, NC 27107

Date of Birth: 1/26/72
NCDL: 8005777
Job Title: Blaster

Work History:
Piedmont Explosives (July 1991-2006) blasters helper, driver, then blaster
Austin Powder (Jan 2006-2017) blaster for quarries and construction
Carolina Drilling (Nov 2017 until present) blaster, Haz Mat licensed driver, Haz
Mat training every two years, MSHA trained 1991-2018, CDL Haz Mat

-David Tanner
166 Westview Ave.
Mocksville, NC 27028

Date of Birth: August 2, 1981
NCDL: 24434333
Job Title: Blaster

Work History:
Austin Powder (December 2005-May 2014) blasters assistant, driver
Carolina Drilling (May 2014 until present) blaster, driver, MSHA trained since 2005
to 2018, Haz Mat training every two years, CDL Haz Mat

-Jerry Hebert
110 Shady Meadow Circle
Cary, NC 27513

Date of Birth: 9/23/81
NCDL: 33759347
Job Title: Blaster

Work History:
McDowell’s Auto Body (June 1999-March 2010)
Park Construction of NC (March 2010-November 2016)
Carolina Drilling (Nov 2016 until present) blaster, driver, Haz Mat trained every
two years, CDL Haz Mat, tunnel blast daily (1 to 4 times per day)

-Keith Dunlap
236 L. Moore Rd.
Seagrove, NC 23741

Date of Birth: 9/13/57
NCDL: 2661159
Job Title: Blaster/Project Manager

Work History:
Mid South Drilling (2000-2013)
Carolina (2014 until present) Hazmat trained every 2 years, head blaster of
Carolina Drilling

APPENDIX B
Daily Reports and Field Sketches

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
05/04/2020
11:30
14:30
10.0
50
03/16/2020
Benjamin Nisbeth, P.G.
4
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 Geologic Observation
Contractor was observed to be removing soils and blast from from the northeast area of the cell today. Material
was loaded onto three CAT 745 Off-Road dump trucks and hauled to the stockpile located north of the cell. Rep
also observed contractor blasting rock near Grid 21. Prior to departing the job site, rep observed contractor
beginning to haul structural fill from the structural fill stockpile to the cell near the northwest corner (Grids 47 and
37).
N/A
Upon arrival, rep observed a proofroll of the subgrade prior to placement of structural fill, located in Grids 16-20,
26-30, 36-40, and 46-50. Area was observed to have proofrolled successfully with a loaded Off-road dump truck
(CAT 745).
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 19017305/04/2020
Benjamin Nisbeth, P.G.
Rep conducted a geologic observation of the exposed rock and weathered rock after blasting in Grids 47-49, 55,
and 56. Area observed was measured to be approximately 300 feet long, by 35 feet wide, from the northwest
corner of the cell headed southeast along the west edge of the cell. Rep observed loose boulders approximately 4
inches in diameter, up to approximately 2.5 feet in diameter. Rep observed weathered and partially weathered
light brown to white phylite in the south 150 feet, with gray quartzite in the middle section (approximately 85 feet in
length), and weathered phylite with pieces of quartzite in the north 65 feet. Rep did not observe any exposed
quartz veins today. Additionally, suitable planar features (joint sets, foliations, fracture planes) were not exposed
today, so no strike and dip measurements could be obtained.
Jonathan P. Usher, P.E.
20010020040005/04/2020Proofroll areaProofroll areaGeologic observation area
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
05/07/2020
11:45
13:45
9.0
53
03/16/2020
Benjamin Nisbeth, P.G.
4
41
60
STRUCTURAL FILL PLACEMENT
GEOMEMBRANE
PROTECTIVE COVER
LEACHATE COLLECTION SYSTEM 4 Geologic Observation
Contractor was observed to be removing landfill waste from the existing landfill cell, located west of the cell under
construction, in order to expose the landfill liner to tie into it. Material was loaded onto three CAT 745 off-road
dump trucks, and hauled to the active face of the landfill.
N/A
Upon arrival, BLE representative observed a proofroll of the cell subgrade prior to placement of structural fill near
Grids 1, 7-9, 16-19, and 26-29. Area was proofrolled with a loaded CAT 745 off-road dumptruck. Area was
observed to have proofrolled successfully with very little to no movement of the subgrade observed.
Jonathan P. Usher, P.E.
Rev. 2.10
RECORD OF DAILY OBSERVATIONS
DATE:
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO.
CQA TECHNICIAN:
RECORD REVIEWED & APPROVED BY:
Signature
GREAT OAK LANDFILL
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4 AND 5
RANDOLPH COUNTY, NORTH CAROLINA
J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
Benjamin Nisbeth, P.G.
BLE Representative also conducted a geologic observation of the exposed shot-rock located near Grids 1, 7, 8,
18, and 28. Rep observed that these areas were comprised mainly of boulders of gray to green quartzite, ranging
in size from approximately 3 inches in diameter to approximately 2 feet in diameter. Quartz veins were not
observed today in the exposed shot-rock. Additionally, planer features (joint sets, foliations, fractures, etc.) were
not observed in any exposed, undisturbed bedrock, so strike and dip measurements were not collected today.
Jonathan P. Usher, P.E.
05/07/2020
20010020040005/07/2020Geologic observationProofroll area

APPENDIX C
Photographs

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02

Photograph #1: Representative size of blast rock in southwestern corner of the western portion of Cells
3B, 4, and 5 looking southeast taken 5-4-20.

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02

Photograph #2: Representative shot rock size and distribution in the northwestern corner of the blast area,
taken 5-7-20.

Geologic Observation Report: Western Portion of Cells 3B, 4, and 5 June 8, 2020
Great Oak MSW Landfill – Randolph Co., North Carolina BLE Project No. J20-13334-02

Photograph #3: A loaded CAT 745 off-road truck proof rolling a section of blasted and over excavated
rock prior to the placement of structural fill, taken 5-7-20.

GRAIN SIZE DISTRIBUTION TEST RESULTS
ATTERBERG LIMIT TEST RESULTS
STANDARD PROCTOR TEST RESULTS
STRUCTURAL FILL
FILL, SUBGRADE
STRUCTURAL
SUMMARY OF LABORATORY TEST RESULTS:
CONFORMANCE TESTS
SUMMARY OF D&O PLAN: STRUCTURAL FILL
TABLE OF CONTENTS:
LABORATORY TEST RESULTS:
APPENDIX E

SUMMARY OF D&O PLAN:
STRUCTURAL FILL
Structural Fill:58,091 cy
REQUIRED NUMBER
REQUIRED NUMBER OF OF TESTS
TEST METHOD FREQUENCY TESTS PERFORMED*
LABORATORY TEST
MOISTURE-DENSITY (PROCTOR)ASTM D 698 1 / 10,000 cy 6 7
GRAIN SIZE ASTM D 422 1 / 10,000 cy 6 7
ATTERBERG LIMITS ASTM D 4318 1 / 10,000 cy 6 7
* The number of tests shown represent "passing" tests.
BORROW & STOCKPILE SAMPLES (BEFORE PLACEMENT):
SUMMARY OF CQA CONFORMANCE TESTING REQUIREMENTS
CONSTRUCTION OF CELLS 3B, 4, & 5
Cells 3B, 4, & 5 = 552,736 sq ft (12.7 Acres)
STRUCTURAL FILL & SUBGRADE
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
DESIGN & OPERATION PLAN
BLE Project No. J19-13334-02
PROMUS Engineering Project No. 190173

SUMMARY OF LABORATORY TEST RESULTS:
STRUCTURAL FILL AND SUBGRADE
MATERIAL DESCRIPTION
MAXIMUM OPTIMUM
GRAVEL SAND SILT & CLAY LIQUID PLASTICITY DRY MOISTURE
CONTENT CONTENT CONTENT LIMIT INDEX DENSITY CONTENT
(USCS) % % % % % pcf %
Light brown fi.-co. sandy SILT (ML) 6.0 21.0 73.0 40 13 103.5 17.7
Light brown fi.-co. sandy CLAY
(CL)8.2 19.2 72.6 38 13 105.9 17.0
Light brown fi.-co. sandy CLAY
(CL)5.1 22.1 72.8 40 15 104.3 18.8
Light brown fi.-co. sandy CLAY
(CL)5.9 24.4 69.7 37 12 108.0 17.3
Light brown fi.-co. sandy CLAY
(CL)9.0 24.0 67.0 38 13 108.7 16.5
Light brown fi.-co. sandy CLAY
(CL)11.4 16.2 72.4 40 16 107.0 16.1
Light brown fi.-co. sandy CLAY
(CL)9.9 11.9 78.2 38 13 107.3 16.4
Light brown sandy lean CLAY (CL) 0.42 15.87 83.71 39 15 112.3 15.6
Orange SILT (ML) 0.98 4.35 94.67 42 11 97.5 22.3
Tan SILT (ML) with sand 5.66 12.83 81.51 35 10 103.6 18.2
BUNNELL-LAMMONS ENGINEERING INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NO. 190173
NUMBER
PROCTOR PARAMETERS
Cells 3B, 4, & 5 = 552,736 sq ft (12.7 Acres)
SUMMARY OF LABORATORY TEST RESULTS - STRUCTURAL FILL AND SUBGRADE SOILS
CONSTRUCTION OF CELLS 3B, 4, & 5
CONSTRUCTION QUALITY ASSURANCE
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
SFSP-6
SF-10
SFSP-2
SIEVE ANALYSIS
ATTERBERG LIMITSSAMPLE
SFSP-1
SFSP-4
SFSP-5
SFSP-3
SF-6 H
SF-5 H
SFSP-7
LABORATORY TEST SUMMARY

STANDARD PROCTOR TEST RESULTS
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
ML A-6(9)40 13 6.0 73.0
Light brown fi.-co. sandy SILT
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-1Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 103.5 pcf
Optimum moisture = 17.7 %
Great Oak Landfill
Cells 3B, 4 & 5
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
CL A-6(9)38 13 8.2 72.6
Light brown fi.-co. sandy CLAY
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-2Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 105.9 pcf
Optimum moisture = 17.0 %
Great Oak Landfill
Cells 3B, 4 & 5
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
CL A-6(10)40 15 5.1 72.8
Light brown fi.-co. sandy CLAY
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-3Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 104.3 pcf
Optimum moisture = 18.8 %
Great Oak Landfill
Cells 3B, 4 & 5
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
CL A-6(8)37 12 5.9 69.7
Light brown fi.-co. sandy CLAY
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-4Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 108.0 pcf
Optimum moisture = 17.3 %
Great Oak Landfill
Cells 3B, 4 & 5
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
CL A-6(8)38 13 9.0 67.0
Light brown fi.-co. sandy CLAY
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-5Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 108.7 pcf
Optimum moisture = 16.5 %
Great Oak Landfill
Cells 3B, 4 & 5
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
CL A-6(11)40 16 11.4 72.4
Light brown fi.-co. sandy CLAY
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-6Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 107.0 pcf
Optimum moisture = 16.1 %
Great Oak Landfill
Cells 3B, 4 & 5
MOISTURE DENSITY RELATIONSHIP
Dry density, pcf95
100
105
110
115
120
Water content, %
0 5 10 15 20 25 30
ZAV for
Sp.G. =
2.70
Test specification:ASTM D 698-12 Method A Standard
CL A-6(10)38 13 9.9 78.2
Light brown fi.-co. sandy CLAY
13334-02 Waste Management
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.#4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Source of Sample: Prot. Cover Sample Number: SFSP-7Bunnell Lammons Engineering, Inc.
Greenville, SC Figure
Maximum dry density = 107.3 pcf
Optimum moisture = 16.4 %
Great Oak Landfill
Cells 3B, 4 & 5
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-5
Lab ID:R-2019-026-001-005 Test Method STANDARD
Visual Description: Light Brown Lean Clay with Sand
Optimum Water Content (%):15.6
Maximum Dry Density (pcf):112.3
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
95
100
105
110
115
5 10152025Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-002 Sample No.: SF-6
Lab ID:R-2019-026-002-001 Test Method STANDARD
Visual Description: Orange Silt
Optimum Water Content (%):22.3
Maximum Dry Density (pcf):97.5
Tested By SFS Date 4/13/19 Checked By GEM Date 4/15/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
85
90
95
100
105
15 20 25 30 35Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D 698-12e2
Client: SCS Engineers Boring No.: North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Test Method STANDARD
Visual Description: TAN SILT WITH SAND
Optimum Water Content 18.2
Maximum Dry Density 103.6
Tested By APG Date 12/14/17 Checked By GEM Date 12/15/17
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
85
90
95
100
105
5 101520253035Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed

ATTERBERG LIMIT TEST RESULTS
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 SFSP-1 27 40 13 ML
Prot. Cover SFSP-2 25 38 13 CL
Prot. Cover SFSP-3 25 40 15 CL
Prot. Cover SFSP-4 25 37 12 CL
Prot. Cover SFSP-5 25 38 13 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 SFSP-6 24 40 16 CL
Prot. Cover SFSP-7 25 38 13 CL
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: 5
Lab ID:R-2019-026-001-005 Soil Description: LIGHT BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:K A-K I U
Wt. of Tare & Wet Sample (g): 31.17 29.87 32.78 L
Wt. of Tare & Dry Sample (g):26.82 25.90 27.74 T
Weight of Tare (g):15.19 15.47 15.60 I
Weight of Water (g):4.4 4.0 5.0 P
Weight of Dry Sample (g):11.6 10.4 12.1 O
Was As Received MC Preserved:I
Moisture Content (%):37.4 38.1 41.5 N
Number of Blows:32 24 16 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:O I Liquid Limit (%): 39
Wt. of Tare & Wet Sample (g): 22.97 23.07
Wt. of Tare & Dry Sample (g): 21.49 21.52 Plastic Limit (%): 24
Weight of Tare (g): 15.14 15.16
Weight of Water (g): 1.5 1.6 Plasticity Index (%): 15
Weight of Dry Sample (g): 6.4 6.4
USCS Symbol: CL
Moisture Content (%): 23.3 24.4 -1.1
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve Plasticity Chart
Tested By ZP Date 1/31/19 Checked By GEM Date 2/1/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
AF-09
ASTM D2216-10
17.4
557.2
96.8
228.82
786.06
882.85
Liquid Limit TestAs Received Moisture Content
20
25
30
35
40
45
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-002 Sample No.: SF-6
Lab ID:R-2019-026-002-001 Soil Description: ORANGE SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:Z-4 B-B KP U
Wt. of Tare & Wet Sample (g): 29.60 31.69 26.45 L
Wt. of Tare & Dry Sample (g):25.78 26.78 22.93 T
Weight of Tare (g):15.61 15.49 15.47 I
Weight of Water (g):3.8 4.9 3.5 P
Weight of Dry Sample (g):10.2 11.3 7.5 O
Was As Received MC Preserved:I
Moisture Content (%):37.6 43.5 47.2 N
Number of Blows:35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:Q 1M Liquid Limit (%): 42
Wt. of Tare & Wet Sample (g): 21.22 21.86
Wt. of Tare & Dry Sample (g): 19.78 20.41 Plastic Limit (%): 31
Weight of Tare (g): 15.10 15.82
Weight of Water (g): 1.4 1.5 Plasticity Index (%): 11
Weight of Dry Sample (g): 4.7 4.6
USCS Symbol: ML
Moisture Content (%): 30.8 31.6 -0.8
Note: The acceptable range of the two Moisture Contents is ± 0.84
Flow Curve Plasticity Chart
Tested By BW Date 4/10/19 Checked By GEM Date 4/11/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
842
ASTM D2216-10
23.8
982.2
233.8
256.80
1238.97
1472.77
Liquid Limit TestAs Received Moisture Content
20
25
30
35
40
45
50
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-10
Client: SCS Engineers Boring No.:North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Soil Description: TAN SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
1 2 3 M
Tare Number:X-9 T3U
Wt. of Tare & Wet Sample (g): 38.31 30.13 35.79 L
Wt. of Tare & Dry Sample (g): 32.72 26.18 30.13 T
Weight of Tare (g): 15.64 15.15 15.40 I
Weight of Water (g): 5.6 4.0 5.7 P
Weight of Dry Sample (g): 17.1 11.0 14.7 O
Was As Received MC Preserved:I
Moisture Content (%): 32.7 35.8 38.4 N
Number of Blows: 35 24 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:Z-4 I Liquid Limit (%): 35
Wt. of Tare & Wet Sample (g): 23.90 24.77
Wt. of Tare & Dry Sample (g): 22.27 22.88 Plastic Limit (%): 25
Weight of Tare (g): 15.61 15.26
Weight of Water (g): 1.6 1.9 Plasticity Index (%): 10
Weight of Dry Sample (g): 6.7 7.6
USCS Symbol: ML
Moisture Content (%): 24.5 24.8 -0.3
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By MY Date 12/21/17 Checked By GEM Date 12/28/17
page 1 of 1 DCN: CTS4B, REV. 5, 9/13/13
S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
228.80
740.79
755.25
Liquid Limit TestAs Received Moisture Content
Yes
NE-05
ASTM D2216-10
2.8
512.0
14.5
20
22
24
26
28
30
32
34
36
38
40
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
020406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
GRAIN SIZE DISTRUBTION TEST RESULTS
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 6.0 4.8 6.1 10.1 73.0
0.0 0.0 8.2 3.8 6.0 9.4 72.6
0.0 0.0 5.1 7.2 6.4 8.5 72.8
0.0 0.0 5.9 6.2 8.1 10.1 69.7
0.0 0.0 9.0 6.4 7.5 10.1 67.06 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 SFSP-1 Light brown fi.-co. sandy SILT ML
Prot. Cover SFSP-2 Light brown fi.-co. sandy CLAY CL
Prot. Cover SFSP-3 Light brown fi.-co. sandy CLAY CL
Prot. Cover SFSP-4 Light brown fi.-co. sandy CLAY CL
Prot. Cover SFSP-5 Light brown fi.-co. sandy CLAY CL
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 11.4 3.9 4.4 7.9 72.4
0.0 0.0 9.9 1.8 3.0 7.1 78.26 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
Prot. Cover SFSP-6 Light brown fi.-co. sandy CLAY CL
Prot. Cover SFSP-7 Light brown fi.-co. sandy CLAY CL
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-5
Lab ID: R-2019-026-001-005 Soil Color: Light Brown
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 0.42
#4 To #200 Sand 15.87
Finer Than #200 Silt & Clay 83.71
USCS Symbol:
CL, TESTED
USCS Classification:
LEAN CLAY WITH SAND
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-002 Sample No.: SF-6
Lab ID: R-2019-026-002-001 Soil Color: ORANGE
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 0.98
#4 To #200 Sand 4.35
Finer Than #200 Silt & Clay 94.67
USCS Symbol:
ML, TESTED
USCS Classification:
SILT
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Soil Color: TAN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: ML, TESTED
USCS Classification:SILT WITH SAND
Tested By APG Date 12/20/17 Checked By GEM Date 12/28/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

APPENDIX F
FIELD TEST RESULTS:
STRUCTURAL FILL & SUBGRADE

FIELD DENSITY TEST GRIDMAP CHECKLIST
FIELD DENSITY TEST RESULTS

SUMMARY OF D&O PLAN:
STRUCTURAL FILL
Structural Fill:58,091 cy
REQUIRED NUMBER
REQUIRED NUMBER OF OF TESTS
TEST METHOD FREQUENCY TESTS PERFORMED*
FIELD TEST
DENSITY (Structural Fill)ASTM D 6938 or D 2937 1 / 1,500 cy 39 96
DENSITY (Subgrade)ASTM D 6938 or D 2937 ------65
* The number of tests shown represent "passing" tests.
BLE Project No. J19-13334-02
PROMUS Engineering Project No. 190173
Cells 3B, 4, & 5 = 552,736 sq ft (12.7 Acres)
SUMMARY OF CQA CONFORMANCE TESTING REQUIREMENTS
DESIGN & OPERATION PLAN
STRUCTURAL FILL & SUBGRADE
CONSTRUCTION OF CELLS 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA

SUBGRADE
FIELD DENSITY TEST GRIDMAP CHECKLIST
Cells 3B, 4 & 5 = 552,736 SF (12.7 AC)
MAP GRID MAP GRID MAP GRID MAP GRID
NUMBER NUMBER NUMBER NUMBER
1 SFD-61 15 SFD-70 29 SFD-82 43 SFD-84
2 SFD-60 16 SFD-90 30 SFD-81 44 SFD-42, SFD-55
3 SFD-59 17 SFD-27 31 SFD-80 45 SFD-46
4 SFD-58 18 SFD-28 32 SFD-25 46 SFD-35
5 SFD-71 19 SFD-39, SFD-63 33 SFD-79 47 SFD-33, SFD-64
6 SFD-72 20 SFD-40, SFD-62 34 SFD-41, SFD-74 48 SFD-34, SFD-65
7 SFD-68 21 SFD-83 35 SFD-47 49 SFD-36
8 SFD-85 22 SFD-37 36 SFD-92 50 SFD-93
9 SFD-86 23 SFD-38, SFD-56 37 SFD-31 51 SFD-94
10 SFD-87 24 SFD-73 38 SFD-32 52 SFD-95
11 SFD-88 25 SFD-48 39 SFD-76 53 SFD-96
12 SFD-89 26 SFD-91 40 SFD-77 54 SFD-45
13 SFD-57 27 SFD-29 41 SFD-78 55 SFD-43, SFD-67
14 SFD-69 28 SFD-30 42 SFD-26 56 SFD-44, SFD-66
PROMUS ENGINEERING PROJECT NO. 190173
FIELD DENSITY
TEST NO.
FIELD DENSITY TEST
NO.FIELD DENSITY TEST NO. FIELD DENSITY TEST NO.
FIELD DENSITY GRID MAP CHECKLIST
CONSTRUCTION QUALITY ASSURANCE - CELLS 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
Cell 3B, 4 & 5 Gridmap Checklist

STRUCTURAL FILL AND SUBGRADE
FIELD DENSITY TEST RESULTS
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
1 2 SF-6 H 117.2 22.4 0.1 95.7 98.2 95 Pass 10
2 2 SF-6 H 116.2 21.2 -1.1 95.9 98.4 95 Pass 10
3 2 SF-6 H 117.5 21.8 -0.5 96.5 99.0 95 Pass 10
1 SF-5 H 112.3 15.6
2 SF-6 H 97.5 22.3
3
4
5
6
7
8
9
10
Ben Nisbeth
06/29/2020
Jonathan P. Usher, P.E.
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-4 10 SF-10 115.6 16.9 -1.3 98.9 95.5 95 Pass 16
SFD-5 10 SF-10 118.0 15.8 -2.4 101.9 98.4 95 Pass 36
SFD-6 10 SF-10 120.7 15.7 -2.5 104.3 100.7 95 Pass 28
SFD-7 10 SF-10 118.7 20.3 2.1 98.7 95.3 95 Pass 8
SFD-8 10 SF-10 114.5 16.2 -2.0 98.5 95.1 95 Pass 21
SFD-9 10 SF-10 117.0 15.2 -3.0 101.6 98.1 95 Pass 41
1 SF-1 H 118.8 12.0
2 SF-2 H 113.0 13.9
3 SF-3 H 112.0 13.5
4 SF-4 H 112.6 14.2
5 SF-5 H 112.3 15.6
6 SF-6 H 97.5 22.3
7 SF-7 H 121.3 13.3
8 SF-8 H 99.7 18.9
9 SF-9 H 98.7 17.3
10 SF-10 103.6 18.2
Tommy Anderson
04/06/2020
Jonathan P. Usher, P.E.
5701
1076
836
NOTE: N/A
4
4
4
4
4
4
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILLFIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELLS NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-10 2 SF-6 H 116.7 23.7 1.4 94.3 96.8 95 Pass 1' top rock 53
SFD-11 2 SF-6 H 115.1 22.8 0.5 93.7 96.1 95 Pass 1' top rock 52
SFD-12 2 SF-6 H 112.8 21.5 -0.8 92.8 95.2 95 Pass 1' top rock 51
SFD-13 2 SF-6 H 116.5 20.8 -1.5 96.4 98.9 95 Pass 1' top rock 41
SFD-14 2 SF-6 H 117.8 22.8 0.5 95.9 98.4 95 Pass 1' top rock 42
SFD-15 2 SF-6 H 119.1 22.7 0.4 97.1 99.6 95 Pass 0.5 26
SFD-16 2 SF-6 H 116.9 20.5 -1.8 97.0 99.5 95 Pass 1' top rock 43
SFD-17 2 SF-6 H 115.8 20.3 -2.0 96.3 98.7 95 Pass 1' top rock 49
SFD-18 2 SF-6 H 117.0 24.0 1.7 94.4 96.8 95 Pass 1' top rock 50
SFD-19 2 SF-6 H 115.8 21.8 -0.5 95.1 97.5 95 Pass 1' top rock 40
James Fortson18811 SF-5 H 112.3 15.6 04/15/2020
2 SF-6 H 97.5 22.3 654
3 SPSF-1 101.5 18.2 Jonathan P. Usher, P.E.
4
5
6
7
8 NOTE: N/A
9
10
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILLFIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELLS NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-20 2 SF-6 H 117.5 21.8 -0.5 96.5 98.9 95 Pass 1' top rock 32
SFD-21 2 SF-6 H 115.8 20.5 -1.8 96.1 98.6 95 Pass 1' top rock 31
James Fortson18811 SF-5 H 112.3 15.6 04/15/2020
2 SF-6 H 97.5 22.3 654
3 SPSF-1 101.5 18.2 Jonathan P. Usher, P.E.
4
5
6
7
8 NOTE: N/A
9
10
Technician
Date
Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
S/N:
STRUCTURAL FILLFIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELLS NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-22 1 SF-5 H 129.5 15.2 -0.4 112.4 100.1 95 Pass 3 52
SFD-23 1 SF-5 H 124.6 15.4 -0.2 108.0 96.1 95 Pass 2 43
SFD-24 1 SF-5 H 126.8 16.8 1.2 108.6 96.7 95 Pass 2 33
SFD-25 1 SF-5 H 129.1 16.8 1.2 110.5 98.4 95 Pass 0 32
SFD-26 1 SF-5 H 129.9 16.6 1.0 111.4 99.2 95 Pass 0 42
James Fortson
1 SF-5 H 112.3 15.6 04/22/2020
2 SF-6 H 97.5 22.3
3 SPSF-1 101.5 18.2 Jonathan P. Usher, P.E.
4
5
6
7
8 NOTE: N/A
9
10
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-27 6 SFSP-6 122.8 13.9 -2.2 107.8 100.7 95 Pass SG 17
SFD-28 6 SFSP-6 122.3 13.2 -2.9 108.2 101.1 95 Pass SG 18
SFD-29 6 SFSP-6 122.8 14.1 -2.0 107.6 100.6 95 Pass SG 27
SFD-30 6 SFSP-6 123.6 14.2 -1.9 108.2 101.1 95 Pass SG 28
SFD-31 5 SFSP-5 125.4 14.3 -2.2 109.4 100.6 95 Pass SG 37
SFD-32 5 SFSP-5 123.6 13.7 -2.8 108.7 100.0 95 Pass SG 38
SFD-33 5 SFSP-5 125.2 13.6 -2.9 110.2 101.4 95 Pass SG 47
SFD-34 5 SFSP-5 124.6 13.7 -2.8 109.6 100.8 95 Pass SG 48
SFD-35 5 SFSP-5 123.8 13.6 -2.9 108.9 100.2 95 Pass SG 46
SFD-36 5 SFSP-5 124.6 14.1 -2.4 109.2 100.5 95 Pass SG 49
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
JIMMY BARTLETT
05/18/2020
Jonathan P. Usher, P.E.31423
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-37 5 SFSP-5 125.5 14.1 -2.4 110.0 101.2 95 Pass SG 22
SFD-38 5 SFSP-5 125.2 14.4 -2.1 109.4 100.6 95 Pass SG 23
SFD-39 5 SFSP-5 125.8 13.9 -2.6 110.4 101.6 95 Pass SG 19
SFD-40 5 SFSP-5 124.8 13.8 -2.7 109.6 100.8 95 Pass SG 20
SFD-41 5 SFSP-5 125.8 15.9 -0.6 108.5 99.8 95 Pass SG 34
SFD-42 5 SFSP-5 126.4 16.1 -0.4 108.8 100.1 95 Pass SG 44
SFD-43 5 SFSP-5 127.4 16.6 0.1 109.2 100.5 95 Pass SG 55
SFD-44 5 SFSP-5 127.2 16.7 0.2 109.0 100.3 95 Pass SG 56
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
JIMMY BARTLETT
05/18/2020
Jonathan P. Usher, P.E.31423
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-45 3 SFSP-3 123.9 21.2 2.4 102.2 98.0 95 Pass SG 54
SFD-46 3 SFSP-3 124.1 21.4 2.6 102.3 98.1 95 Pass SG 45
SFD-47 3 SFSP-3 124.3 20.8 2.0 102.9 98.7 95 Pass SG 35
SFD-48 3 SFSP-3 124.4 20.0 1.2 103.7 99.4 95 Pass SG 25
SFD-49 3 SFSP-3 120.8 21.3 2.5 99.6 95.5 95 Pass 1 15
SFD-50 3 SFSP-3 123.6 21.4 2.6 101.8 97.6 95 Pass 1 6
SFD-51 3 SFSP-3 120.4 20.7 1.9 99.8 95.7 95 Pass 1.5 5
SFD-52 3 SFSP-3 124.1 21.2 2.4 102.4 98.2 95 Pass 1 14
SFD-53 3 SFSP-3 125.7 19.8 1.0 104.6 100.3 95 Pass 1 24
SFD-54 3 SFSP-3 121.8 21.6 2.8 100.2 96.1 95 Pass 1 34
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
05/26/2020
Jonathan P. Usher, P.E.836
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-55 3 SFSP-3 118.4 18.1 -0.7 100.2 96.1 95 Pass SG 44
SFD-56 3 SFSP-3 118.4 19.0 0.2 99.5 95.4 95 Pass SG 23
SFD-57 3 SFSP-3 121.3 21.6 2.8 99.8 95.7 95 Pass 1 13
SFD-58 3 SFSP-3 123.7 19.2 0.4 103.8 99.5 95 Pass SG 4
SFD-59 3 SFSP-3 124.1 18.4 -0.4 104.8 100.5 95 Pass SG 3
SFD-60 3 SFSP-3 122.3 21.3 2.5 100.8 96.6 95 Pass SG 2
SFD-61 3 SFSP-3 120.3 20.9 2.1 99.5 95.4 95 Pass SG 1
SFD-62 3 SFSP-3 118.7 19.5 0.7 99.3 95.2 95 Pass SG 20
SFD-63 3 SFSP-3 120.5 21.2 2.4 99.4 95.3 95 Pass SG 19
SFD-64 3 SFSP-3 122.5 21.6 2.8 100.7 96.5 95 Pass SG 47
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
05/26/2020
Jonathan P. Usher, P.E.836
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILLFIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-65 3 SFSP-3 120.0 20.9 2.1 99.3 95.2 95 Pass SG 48
SFD-66 3 SFSP-3 124.2 21.0 2.2 102.6 98.4 95 Pass SG 56
SFD-67 3 SFSP-3 123.0 20.3 1.5 102.2 98.0 95 Pass SG 55
SFD-68 3 SFSP-3 121.4 21.6 2.8 99.8 95.7 95 Pass SG 7
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
05/26/2020
Jonathan P. Usher, P.E.836
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-69 4 SFSP-4 130.6 17.0 -0.3 111.7 103.4 95 Pass SG 14
SFD-70 4 SFSP-4 131.4 19.2 1.9 110.2 102.0102.0 95 Pass SG 15
SFD-71 4 SFSP-4 122.9 18.0 0.7 104.2 96.5 95 Pass SG 5
SFD-72 4 SFSP-4 123.6 16.2 -1.1 106.3 98.4 95 Pass SG 6
SFD-73 4 SFSP-4 127.9 19.4 2.1 107.1 99.2 95 Pass SG 24
SFD-74 4 SFSP-4 120.0 16.4 -0.9 103.1 95.5 95 Pass SG 34
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
06/03/2020
Jonathan P. Usher, P.E.836
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-75 4 SFSP-4 123.9 17.4 0.1 105.6 97.8 95 Pass 2' below 39
SFD-76 4 SFSP-4 119.8 14.4 -2.9 104.7 96.9 95 Pass SG 39
SFD-77 4 SFSP-4 120.8 17.4 0.1 102.9 95.3 95 Pass SG 40
SFD-78 4 SFSP-4 126.4 20.3 3.0 105.1 97.3 95 Pass SG 41
SFD-79 4 SFSP-4 125.6 16.2 -1.1 108.1 100.1 95 Pass SG 33
SFD-80 4 SFSP-4 128.5 16.1 -1.2 110.7 102.5 95 Pass SG 31
SFD-81 4 SFSP-4 122.7 19.3 2.0 102.8 95.2 95 Pass SG 30
SFD-82 4 SFSP-4 120.3 16.5 -0.8 103.3 95.6 95 Pass SG 29
SFD-83 4 SFSP-4 122.1 17.3 0.0 104.1 96.4 95 Pass SG 21
SFD-84 4 SFSP-4 126.9 18.5 1.2 107.1 99.2 95 Pass SG 43
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
06/04/2020
Jonathan P. Usher, P.E.836
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILL FIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-85 4 SFSP-4 124.3 17.2 -0.1 106.1 98.2 95 Pass SG 8
SFD-86 4 SFSP-4 119.0 14.3 -3.0 104.1 96.4 95 Pass SG 9
SFD-87 4 SFSP-4 122.2 16.4 -0.9 105.0 97.2 95 Pass SG 10
SFD-88 4 SFSP-4 120.3 15.7 -1.6 104.0 96.3 95 Pass SG 11
SFD-89 4 SFSP-4 126.4 17.1 -0.2 108.0 100.0 95 Pass SG 12
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
06/04/2020
Jonathan P. Usher, P.E.836
NOTE: N/A
Technician
Date
S/N:Reviewed By
COUNTS
Std. Count M:
READINGS
WET
DENSITY
(PCF)
MOISTURE
CONTENT
(%)
PERCENT
MOISTURE
OVER OMC
(%)
DRY
DENSITY
(PCF)
MOISTURE
COUNT
DENSITY
COUNT
%
COMP
(%)
REQ
COMP
(%)P/F
FIELD
DENSITY
TEST NO.PROCTOR NUMBER
Std. Count D:Proctor No.OMC(%)
Maximum Dry Density(PCF)
STRUCTURAL FILLFIELD DENSITY TEST RESULTS FOR NUCLEAR GAUGE (ASTM D 6938)
CONSTRUCTION OF CELL NO. 3B, 4, & 5
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA
BUNNELL-LAMMONS ENGINEERING, INC. PROJECT NO. J20-13334-02
PROMUS ENGINEERING PROJECT NUMBER: 190173
DEPTH BELOW SG
(FT)
GRID
SFD-90 4 SFSP-4 124.3 19.9 2.6 103.7 96.0 95 Pass SG 16
SFD-91 4 SFSP-4 123.5 19.5 2.2 103.3 95.6 95 Pass SG 26
SFD-92 4 SFSP-4 127.2 19.4 2.1 106.5 98.6 95 Pass SG 36
SFD-93 4 SFSP-4 127.1 19.7 2.4 106.4 98.5 95 Pass SG 50
SFD-94 4 SFSP-4 127.9 19.4 2.1 107.1 99.2 95 Pass SG 51
SFD-95 4 SFSP-4 125.4 20.0 2.7 104.5 96.8 95 Pass SG 52
SFD-96 4 SFSP-4 121.7 18.2 0.9 103.0 95.4 95 Pass SG 53
1 SFSP-1 103.5 17.7
2 SFSP-2 105.9 17.0
3 SFSP-3 104.3 18.8
4 SFSP-4 108.0 17.3
5 SFSP-5 108.7 16.5
6 SFSP-6 107.0 16.1
7 SFSP-7 107.3 16.4
8
9
10
James Fortson
06/05/2020
Jonathan P. Usher, P.E.836
NOTE: N/A

APPENDIX G
Material Submittals
Plant 44315-Asheboro
Basic Quality Statistical Summary Report
Sieve/Test SpecificationAverageSt DevTests
Product 0585-Pegson Portable ABC
Target
Specification NCDOT ABC
Period 01/01/2020 - 03/13/2020
1 1/2" (37.5mm)100.0 0.00 100-100272
1" (25mm)93.9 1.47 75-97272
1/2" (12.5mm)71.4 3.00 55-80272
#4 (4.75mm)52.9 2.99 35-55272
#10 (2mm)32.6 3.11 25-45272
#40 (0.425mm)15.8 1.02 14-3081
#200 (75µm)9.12 0.855 4-1281
Pan 0.00 0.000271
1Page:of 2Martin Marietta, Inc.StonemontQC 03/13/2020
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
Plant 44307-Jamestown
Basic Quality Statistical Summary Report
Sieve/Test SpecificationAverageSt DevTests
Product 0400-#4
Target
Specification NCDOT 4
Period 01/01/2020 - 03/13/2020
2" (50mm)100.0 100-1001
1 1/2" (37.5mm)98.8 90-1001
1" (25mm)47.6 20-551
3/4" (19mm)8.8 0-151
1/2" (12.5mm)3.31
3/8" (9.5mm)2.7 0-51
Pan 0.001
Query Query Selections
Date Created 03/13/2020Date Range 01/01/2020 - 03/13/2020
Plant Jamestown
1Page:of 1Martin Marietta, Inc.StonemontQC 03/13/2020
85"12"
31"
6"
6"24"
56"
Side View
Top View
Notes: Date: 4/11/14
x All concrete used to be a min of 4000 psi @ 28 days.
x Reinforcement steel shall meet ASTM-A615 Grade 60
with 2" minimum clearance.
x Headwall to conform with NCDOT Std. 838.80
50"
Opening for
24" pipe
137"12"
43"
6"
12"39"
66"
Side View
Top View
Notes: Date: 10/29/14
x All concrete used to be a min of 4000 psi @ 28 days.
x Reinforcement steel shall meet ASTM-A615 Grade 60
with 2" minimum clearance.
x Headwall to conform with NCDOT Std. 838.80
x Drawing n.t.s.
65"
Opening for
36" pipe
TEGA IPS SERIES SDR11
ELECTROFUSION COUPLER, DUAL RATED WATER/NATURAL GAS
Water ‐ 200‐240 PSI at 73 Deg F Sustainable Maximum Operating Pressure
Gas ‐ 150 PSI at 73 Deg F Sustainable Maximum Operating Pressure
Suitable for Water,Fluids &Slurry'sSuitable for Water, Fluids & Slurry s
Engineered for PE3408, PE4710 & PE100 HDPE Pipe Systems
Manufactured in accordance with ASTM F‐714, ASTM F‐1055, ASTM D‐2513
ASTM D‐3035, ASTM D‐3261, ASTM D‐3350, AWWA C‐901, AWWA C‐906
DIN16963, EN1555, EN12201, ISO‐9001/2000
Also suitable for use on IPS SDR13.5, SDR15.5, SDR17 Series HDPE pipe
Style "A" Style "A"
Style "B" Style "B"
Nominal 
Pipe Size "d & d/2" "D" "L" Unit Weight Style Item Code NotePipe Size d & d/2 D L Unit Weight Style Item Code Note
1/2" 0.840" 1.610" 2.800" 0.060 lbs A 30.MA1.11.11.0021
3/4" 1.050" 1.610" 2.800" 0.110 lbs A 30.MA1.11.11.0026
1" 1.315" 1.890" 3.230" 0.160 lbs A 30.MA1.11.11.0033
1 1/4" 1.660" 2.170" 3.390" 0.180 lbs A 30.MA1.11.11.0042
1 1/2" 1.900" 2.640" 3.860" 0.350 lbs A 30.MA1.11.11.0048
2" 2.375" 3.150" 4.210" 0.490 lbs A 30.MA1.11.11.0060
2 1/2""2 875"3 820"4 645"0 770 lb A 30 MA1 11 11 00732 1/2"" 2.875" 3.820" 4.645" 0.770 lbs A 30.MA1.11.11.0073
3" 3.500" 4.530" 5.910" 1.330 lbs A 30.MA1.11.11.0088
4" 4.500" 5.590" 6.690" 1.860 lbs A 30.MA1.11.11.0114
5" 5.563" 7.090" 6.730" 3.530 lbs A 30.MA1.11.11.0141
6" 6.675" 8.070" 7.280" 5.510 lbs A 30.MA1.11.11.0169
7" 7.125" 9.060" 7.560" 5.650 lbs A 30.MA1.11.11.0180
8" 8.625" 10.830" 8.030" 8.990 lbs A 30.MA1.11.11.0219 *
10"10 750"13 580"8 660"14 990 lbs B 30 MA1 11 11 027310"10.750"13.580"8.660"14.990 lbs B 30.MA1.11.11.0273
12" 12.750" 15.550" 9.060" 19.530 lbs B 30.MA1.11.11.0323 *
14" 14.000" 17.520" 10.000" 29.130 lbs B 30.MA1.11.11.0355
16" 16.000" 19.490" 11.810" 39.810 lbs B 30.MA1.11.11.0406 *
18" 18.000" 21.810" 12.600" 52.040 lbs B 30.MA1.11.11.0457 *
20" 20.000" 24.210" 14.410" 73.070 lbs B 30.MA1.11.11.0508 *
22" 22.000" 27.170" 15.750" 108.880 lbs B 30.MA1.11.11.0558 *
24" 24.000" 29.720" 15.750" 131.860 lbs B 30.MA1.11.11.0609
26" 26.000" 32.280" 17.320" 132.720 lbs B 30.MA1.11.11.0660 **
28" 28.000" 34.650" 17.520" 198.580 lbs B 30.MA1.11.11.0711 **
30" 30.000" 37.010" 17.520" 223.980 lbs B 30.MA1.11.11.0762 *
32" 32.000" 39.170" 18.500" 257.200 lbs B 30.MA1.11.11.0812 *
34" 34.000" 42.130" 19.690" 318.260 lbs B 30.MA1.11.11.0863
36"36 000"44 090"19 690"310 570 lbs B 30 MA1 11 11 0914 *36"36.000"44.090"19.690"310.570 lbsB30.MA1.11.11.0914 *
42" 42.000" 51.180" 19.690" 456.000 lbs B 30.MA1.11.11.1066 *
These couplers can be fused to SDR9 pipe by using Special Bar Code. Contact Strongbridge before fusing 
to SDR9 pipe Reducing Couplers In This Series Available Under Special Request
* 200 psi (240 psi under special order)
** 220 psi (240 psi under special order)
Phone (416) 795‐8962
STRONGBRIDGE INTERNATIONAL (CANADA) INC.
200 North Service Road West, Unit 1 Suite 381
Oakville, Ontario L6M 2Y1
ELECTROFUSION FITTINGS MUST BE INSTALLED BY QUALIFIED INDIVIDUALS TRAINED AND CERTIFIED IN
ELECTROFUSION INSTALLATION PROCEDURES.
Copyright 2009 Strongbridge International Inc. All rights reserved. Information subject to change without notice. E. & O.E.
()
STRONGBRIDGE INTERNATIONAL INC.
PO Box 58177, Jacksonville FL 32241
Phone: (904) 607‐6384 Fax:(904) 565‐2776
www.strongbridge.us
www.strongbridgecanada.com
09/09
Subject to Strongbridge International Inc. Limited Warranty, available at www.strongbridge.us