1403_Caldwell_Foothills_MSWLF_Permit_Cell6_BlastingReport_FID1594282_20210722

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Civil & Environmental Consultants, Inc.
July 22, 2021
Ms. Jackie Drummond
Compliance Hydrogeologist
Division of Waste Management - Solid Waste Section
North Carolina Department of Environmental Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Dear Ms. Drummond:
Subject: Blasting Report
Phase 5, Cell 6A
Foothills Regional MSW Landfill, Permit No. 1403 -MSWLF- 1998
Lenoir, NC
CEC Project No. 310-590
On behalf of Republic Services of North Carolina, LLC (Republic) and the Foothills Regional MSW
Landfill (Foothills), Civil & Environmental Consultants, Inc. (CEC) has prepared the enclosed
Blasting Report for the construction of Phase 5, Cell 6A. This report is submitted to satisfy the
requirement of the Solid Waste Section's Blasting Plan approval letter, dated April 30, 2021.
If you have any questions or concerns, please contact me with any questions at dcobb&cecinc.com
or 704-221-4947.
Sincerely,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
h4 41 (-J, G
Donald M. Cobb, P.G. W. Todd Whittle
Project Manager Principal
Enclosures
Cc Derek Bouchard, Republic
Matt Cheek, HHNT
Kevin Berry, HHNT
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372' www.cecinc.com

ROCK BLASTING SUMMARY REPORT
FOR
FOOTHILLS REGIONAL MSW LANDFILL PHASE 5 CELL 6A
Prepared For:
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
1070 RIVERSIDE DRIVE
ASHEVILLE, NORTH CAROLINA 28804
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
3701 ARCO CORPORATE DRIVE, SUITE 400
CHARLOTTE, NORTH CAROLINA 28273
CEC Project 310-590
July 22, 2021
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7/22/21
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Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com

TABLE OF CONTENTS
1.0 INTRODUCTION AND BACKGROUND......................................................................I
2.0 ROCK BLASTING ACTIVITIES SUMMARY.............................................................2
3.0 CONCLUSIONS................................................................................................................4
Figure 1 — Blasting Locations
FIGURES
ATTACHMENTS
Attachment 1 — Rock Separation Check (as provided by HHNT)
APPENDICES
Appendix A
— Rock Blasting Plan and Approval
Appendix B
— Blast Reports
Appendix C
— Seismic Analyses
Appendix D
— Daily Field Reports
Civil & Environmental Consultants, Inc. -ii- Foothills Landfill —CECProject 310-590
July 22, 2021

1.0 INTRODUCTION AND BACKGROUND
Civil & Environmental Consultants, Inc. (CEC) has been retained by Republic Services of North
Carolina, LLC (Republic) and the Foothills Regional Municipal Solid Waste (MSW) Landfill to
prepare this summary of rock blasting activities during construction of Phase 5 Cell 6A at Foothills.
This report has been prepared to satisfy the reporting requirements specified in North Carolina
Department of Environmental Quality (NCDEQ) — Division of Waste Management (DWM) — Solid
Waste Section (Section) blasting plan approval letter dated April 30, 2021.
The Foothills Regional MSW Landfill (Foothills) is located at 2800 Cheraw Road in Lenoir,
Caldwell County, North Carolina, and operates under solid waste permit number 1403-MSWLF-
1998. Foothills is owned by Caldwell County and operated by Republic. The landfill currently
consists of approximately 281.8 acres. Landfill Phases 1, 2, 3, and 4, consisting of Cells 1 AB, 2
A/B, 3 AB/C, 4, 5 AB, and 8A have been constructed. Republic received approval to begin
construction of Phase 5 in a SWS letter dated February 11, 2021. Cell 6A will be the first
constructed cell in Phase 5.
A Proposed Blasting Plan Areas of Cell No. 6 (Plan) was submitted to the Section by Hodges,
Harbin, Newberry, & Tribble, Inc. (HHNT) on April 29, 2021. The purpose of the blasting outlined
in the Plan was to remove areas of rock uncovered via conventional excavation equipment to meet
the vertical separation requirements from rock in Cell 6. The Plan was approved via Section letter
dated April 30, 2021. The approval letter stipulated that water level measurements were to betaken
on the nearest groundwater monitoring wells to the blasting activities. It was determined that MW-
11 was the nearest groundwater monitoring well.
A copy of the Plan as well as the approval letter can be found in Appendix A.
Civil & Environmental Consultants, Inc. -1- Foothills Landfill —CEC Project310-590
July 22, 2021

2.0 ROCK BLASTING ACTIVITIES SUMMARY
A total of five rock blasts were conducted on May 4, 2021, May 11, 2021, May 17, 2021, May 19,
2021, and May 20, 2021. Figure 1 shows the locations of these blasts. Blasting was conducted by
Elite Blasting Services of Stony Point, NC (the blasting subcontractor) and Carolina Drilling (CD)
of Mocksville, NC (the drilling subcontractor), both working under Earnhardt Grading (Earnhardt)
of Stanly, NC, and was observed by Mr. David Wright of Geotechnics of Raleigh, NC,
subcontractor to CEC. Seismic monitoring was conducted by Sauls Seismic of Birmingham, AL,
and GeoSonicsNibra-Tech Inc. (Vibra-Tech), of Hazlton, PA.
CD prepared a blast report (or shot report) for each blasting location that includes data such as the
date, time of blast, ambient conditions, coordinates of the blasting area, and information about the
explosives used at each blast location. Per the information contained in the blast reports,
approximately 13,871 cubic yards of material was removed via blasting. These blast reports are
included in Appendix B.
Sauls Seismic and Vibra-Tech prepared a seismic analysis for the May 4, 2021, blasting event;
Vibra-Tech prepared seismic analyses for the remaining blasting events. Copies of these analyses
are included in Appendix C.
Per the blasting plan approval letter, Mr. David Wright of Geotechnics collected water level data
(to the nearest 0.01 foot interval) at MW-11 immediately prior to, immediately following, and one
week after the final blast. These water level measurements are summarizes in Table 1 below.
Civil & Environmental Consultants, Inc. -2- Foothills Landfill —CEC Project310-590
July 22, 2021

Table 1 — MW-11 Water Level Measurements
Blasting Event
Pre -Blast Water
Level (ft. toc)
Post -Blast Water
Level (ft. toc)
May 4, 2021
83.10
83.00
May 11, 2021
83.00
82.95
May 17, 2021
82.90
82.88
May 19, 2021
82.90
82.90
May 20, 2021
82.90
82.90
ft. toc — feet below top of well casing
As the data in Table 1 shows, water level elevations in MW-11 were unaffected by blasting
activities. The noted minor differences in depth -to -water measurements may be due to intra-day
fluctuations or minor discrepancies between events (i.e. measuring from a different point on the
well casing or interpreting when the water level meter probe was in water). A final depth -to -water
measurement was collected on May 27, 2021, one week after the final blasting event; the water
elevation at this time was 82.90 feet below top of casing. Daily field reports, which include the
water level measurements, are included in Appendix D.
Civil & Environmental Consultants, Inc. -3- Foothills Landfill —CECProject 310-590
July 22, 2021

3.0 CONCLUSIONS
Blasting activities were completed in Cell 6 at the Foothills Landfill on May 4, 2021, May 11, 2021,
May 17, 2021, May 19, 2021, and May 20, 2021. The purpose of this blasting was to remove areas
of rock uncovered via conventional excavation equipment to meet the vertical separation
requirements from rock in Cell 6. Based on post -blasting top of rock -surveyed elevations provided
by Earnhardt and the proposed top of subgrade and top of liner elevations, as provided by HHNT,
the vertical separation requirement has been met. HHNT prepared the figure included as Attachment
1 to demonstrate this requirement was met.
Water level measurements collected from groundwater monitoring well MW-11 immediately before
and after blasting, as well as one week after the final blasting event, indicate that blasting activities
did not affect water level elevation at this well.
Civil & Environmental Consultants, Inc. -4- Foothills Landfill —CECProject 310-590
July 22, 2021

FIGURES

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EXISTING SCALE IN FEET
•ti` ` LANDFILL
0 100 200
LEGEND iA
AV
REPUBLIC SERVICES, INC.
BLAST PATTERNFOOTHILLS LANDFILL CELL 6A
11A— i
Civil & Environmental Consultants, Inc. 2800 CHERAW ROAD
2704 Cherokee Farm Way • Suite 101 • Knoxville, TN 37920 LENOIR, NORTH CAROLINA 28645
Ph:865.977.9997 - Fax:[phone] BLASTING LOCATIONS
REFERENCE www.cecinc.com
1. AERIAL IMAGE FROM GOOGLE EARTH DRAWN BY: PAB CHECKED BY: DMC APPROVED BY: DMC I FIGURE NO.:
PRO, DATED OCTOBER 17, 2019. DATE: JUL 2021 DWG SCALE: 1 "=100' PROJECTNO: 310-590 1

ATTACHMENT I - VERTICAL SEPARATION FIGURE
(per HHNT)

OTES: G_
1. TOP OF ROCK ELEVATIONS PROVIDED BY
EARNHARDT GRADING, INC.
2. GRADES SHOWN WITHIN CELL BOUNDARY
REPRESENT TOP OF SOIL LINER.
ov,
06�z'
TOP OF LINER: 1334.018
TOP OF SUBGRADE: 1332.518
TOP OF ROCK: 1326.793
�PZ-110C — TOP OF LINER (FUTURE CELL NO. 6B): 1333.055
� / " I/ TOP OF SUBGRADE (FUTURE CELL NO. 6B): 1331.555
I/ " TOP OF ROCK: 1325.663
o PROPOSED TEMPORARY
EDGE OF LINER
PROPOSED EDGE
OF CELL (TYP.) [`
i
PROPOSED
CELL NO. 6A
100
IN F
EXISTING EDGE
OF CELL (TYP.) I
1
TOP OF LINER (FUTURE CELL NO. 613): 1337.681
TOP OF SUBGRADE (FUTURE CELL NO. 6B): 1336.181
TOP OF ROCK�1330.135
TOP OF LINER: 1326.937
TOP OF SUBGRADE: 1325.437
TOP OF ROCK: 1320.387 \
TOP OF LINER: 1326.876 \�
TOP OF SUBGRADE: 1325.376 0���
TOP OF ROCK: 1319.136
o �
oo�
,EXISTING\
M CELL NO\ 3C
A
0
DATE: 06-17-2021
ROCK SEPARATION CHECK
i
CONSTRUCTION OF CELL NO. 6
FOOTHILLS REGIONAL LANDFILL
FOR
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
CALDWELL COUNTY, NORTH CAROLINA
�.. © Republic Services, Inc. (2021)
HODGES, HARBIN,
NEWBERRY &TRIBBLE, INC. 3920 ARKWRIGRT
[phone] SUITE
[phone] (FAR) Consulting Engineers MACON, GEORGIA 31

APPENDIX A - ROCK BLASTING PLAN AND APPROVAL

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
MICHAEL SCOTT
Director
�fQ
NORTH CAROLINA
Environmental Quality
April 30, 2021
Sent Via Email - [e-mail]
Mr. Derek Bouchard
Environmental Manager
Republic Services of NC LLC
2800 Cheraw Road
Lenoir, North Carolina 28645
Re: Proposed Blasting Plan Areas of Cell No. 6
Foothills Regional Subtitle D MSW Landfill
Caldwell County
Solid Waste Permit Number 1403-MSWLF-1998
FID 1578273
Mr. Bouchard,
The Solid Waste Section (Section) has completed a review of the Proposed Blasting Plan Areas of
Cell No. 6 dated and received April 29, 2021 (FID 1578269) and submitted on your behalf by
Hodges, Harbin, Newberry & Tribble, Inc. for the Foothills Regional Subtitle D MSW Landfill, Solid
Waste Permit Number 1403-MSWLF-1998.
Blasting is being requested to meet the vertical separation requirements from rock within the Cell
No. 6 area and will be performed inside the boundaries of the future Cell No. 6. The blasting will
be performed by Earnhardt Grading, Inc. a contractor to Republic Services. During the blasting,
monitoring will be conducted, and a formal report of this monitoring will be placed in the Facility
Operating Record, and a copy submitted to the Section.
Based upon a review of the Proposed Blasting Plan Areas of Cell No. 6, the Section approves the
plan as written with the following conditions:
• Collect water level measurements in the nearest groundwater monitoring wells to the
blasting activities immediately prior to and immediately after any blasting activities and
one week after all blasting is completed.
• Ensure the integrity of the liner systems of the adjacent Cells during blasting.
• Within 60 days of completion of all blasting activities, submit a summary report to the
Section including all blasting activities, water level measurements, final volumes removed,
and resulting top of rock elevations.
• Include the summary report in the final CQA Report.
If you have any questions or concerns, please feel free to contact me by phone at 828.296.4500
or by email [e-mail].
AE Q�� North Carolina Department of Environmental Quality I Division of Waste Management
Asheville Regional Office 1 2090 U.S. Highway 70 1 Swannanoa, North Carolina 28778
Department En:N Environmental it /`� 828.296.4500

Sincerely,
Jaclynne Drummond
Hydrogeologist
Solid Waste Section, Division of Waste Management
NCDEQ
cc sent via email: Adam Ulishney, Environmental Compliance Branch Head
Allen Gaither, Permitting Engineer
Jason Watkins, Field Operations Branch Head
Deb Aja, Western District Supervisor
Sherri Stanley, Permitting Branch Head
C.T. Gerstell, Environmental Senior Specialist
Stephen Hunter, Republic Services
Matt Cheek, HHNT
Nathan Bivins, CEC
E QII�� Office North Carolina Department of Environmental Quality I Division of Waste Management
Asheville Regional Oce 1 2090 U.S. Highway 70 1 Swannanoa, North Carolina 28778
NORTH CAROLINA _
Depamoam or Enmmamamai aueifty /� 828.296.4500

HODGES, HARBIN,
NEWBERRY & TRIBBLE, INC.
Consulting Engineers
April 29, 2021
Ms. Jackie Drummond
Hydrogeologist
Division of Waste Management - Solid Waste Section
NC Department of Environmental Quality (DEQ)
Asheville Regional Office (ARO)
2090 US Highway 70
Swannanoa, NC 28778
Re: Foothills Regional Landfill
Facility Permit No. 14-03
Caldwell County, North Carolina
Proposed Blasting Plan Areas of Cell No. 6
HHNT Project No. 6703-984-01
Dear Ms. Drummond:
This letter is being written to provide the Section information on planned excavation and blasting in the
area of Future Cell No. 6 at the subject landfill. As part of the ongoing effort to construct Cell No. 6A to
permitted base grades, areas of rock have been uncovered using conventional excavation equipment. In
order to meet the vertical separation requirements from rock within the Cell No. 6 area, blasting will be
required.
As can be seen on the attached sketches, blasting will be performed inside the boundaries of Future Cell
No. 6.
The blasting will be performed by Earnhardt Grading Inc., a contractor to Republic Services, Inc. A blast
plan has been provided for your use. All blasting shall be performed between the hours of sunrise to sunset.
During the actual blasting, monitoring will be conducted, and a formal report of this monitoring will be
placed in the Facility Operating Record, and a copy will be submitted to you for your records. The CQA
firm for this project is Civil and Environmental Consultants, Inc. and they too will record the blasting in
their daily reports, which will become part of the project CQA documentation.
3920 Arkwright Road, Suite 101 • Macon, Georgia 31210 [phone] • Fax [phone] • www.hhnt.com
SAVANNAH • ATLANTA • Macon • STATESBORO • GREENVILLE, SC

Ms. Jackie Drummond
April 29, 2021
Page 2 of 2
Should you have any questions or need additional information, please call.
Sincerely,
HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
4 t 0��
K. Matthew Cheek, P.E.
Professional Engineer
KMC/sc
Enclosure
cc: Sherri Stanley (w/ enclosure)
Allen Gaither, P.E. (w/ enclosure)
Derek Bouchard (w/ enclosure)
Stephen Hunter (w/ enclosure)
Nathan Bivins, P.E. (w/ enclosure)

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NOTESA
1. EXISTING TOPOGRAPHIC INFORMATION IS PROVIDED BY COOPER AERIAL SURVEYS CO. IN AN AERIAL SURVEY
DATED JANUARY 9, 2020.
2. CONTOURS INSIDE VEGETATED AREAS MAY NOT MEET MAPPING STANDARDS AND SHOULD BE FIELD CHECKED FOR
RELIABILITY.
3. ALL SURVEY CONTROL DATA PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING VIA LETTER DATED JUNE 24, 2011.
4. JURISDICTIONAL STREAMS AND WETLANDS WERE PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING FROM A
SURVEY PERFORMED IN OCTOBER 2013.
5. SURVEYS OF THE JURISDICTIONAL STREAMS NEAR THE WESTERN PROPERTY BOUNDARY WERE COMPLETED BY
DONALDSON GARRETT & ASSOCIATES, INC. IN AUGUST 2002.
6. BOUNDARY SURVEY COMPILED BY TOMMY FIELDS, PLS 2906 - LAST REVISED AND UPDATED AUGUST 14, 2007.
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PRELIMINARY - NOT
FOR CONSTRUCTION
200 100 0 200 400
GRAPHIC SCALE IN FEET
ROCK BLASTING SKETCH
CONSTRUCTION OF CELL NO. 6A
FOOTHILLS REGIONAL LANDFILL
FOR
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
AND
CALDWELL COUNTY BOARD OF COMMISSIONERS
CALDWELL COUNTY, NORTH CAROLINA
© Republic Services, Inc. (2021)
HODGES, HARBIN,
#VEPUBLIC NEWBERRY & TRIBBLE, INC. 3920 ARKWRIGIIT RD.
412 11j1.+=412 [phone] Consulting Engineers SUITE 101
[phone] (FAX) N.C. CORP. LICENSE #C-0813 MACON, GEORGIA 31210
PROJ. NO. 6703-605--01 FH-CELL 6A-ROCK EDIT 4/27/2021
SCALE 1" = 200' SHEET 1 OF 1
DATE APRIL 2021

CarolinaDrilling,lnc
326 Railroad St
Mocksville, NC 27028
Jason Tutterow
336-607-4478
reesecrushing!2yahoo.com
-Blasting Plan Information for Earnhardt Grading, Foothills Landfill
Foothill Landfill Cell 6A
Procedures
1. Holes will be laid on a 7'x7' 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 to
blast the expected 10,000 cubic yards of mass rock.
2. Holes will be drilled 3.5" inches in diameter maximum with an average depth of 15'
deep. The cuts will range from 1' to 22' 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 %"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 6'.
6. Only non -electric blasting caps will be used 25/500ms factory delayed.
7. All holes will be loaded with non -sparking tools (depth gauges and loading poles).
8. 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 6' to
10'.
9. All holes will be wired with a minimum of 8ms of delay between them giving us 1 hole
per delay.
10. The holes then will be walked over to make sure all connections are clean.
11. Vibratech will have all seismographs in place before any blasting is done.
12. Once the area is cleared by Earnhardt and Carolina Drilling a series of horns will be
sound.
-Three short blast for a 3 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
3 seismographs will be placed roughly 100' away the edge of the nearest liner 300'away
the nearest monitoring well, and 800' away at the nearest building (see map).
Estimated PPV
1 inch per second ppv has been specification has been set. It's extremely hard to break
rock with this specification within 20U especially with 25' holes in areas. As many as 3 blasting
caps per holes will have to be used to get the Ibs per delay down to 10 to 15lbs per delay. After
each blast adjustments will be made so maximum breakage can be achieved. Due to this tight
specification the contractor should expect to have to hammer and crush a good portion more of
this rock.
1. Estimated ppv .96 at the liner
2. Estimated ppv .45 at the monitoring well
3. Estimated ppv .04 structure
See Map attached also for seismograph placement
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 by email
8. A blast damage report if necessary.
Safety Plan
All employees will wear ppe such as vest, hard harts, safety glasses as need, gloves as
needed and protective footwear.
Blasting Zone signs will place around the perimeter
- Only non sparking brass tools will be used for pushing powder
- Only non electric blasting caps will be used
78m will be used for stemming to prevent blowout in wet holes
Once the area is clear for blasting by Earnhardt Grading and Carolina Drilling the
following horn signals will be used.
-Three short blast for a 3 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.
- A section pertaining to misfire will be attached.

Misfires
A misfire is defined as the failure of an explosive charge to detonate at the proper time. The best advice
that can be given regarding the handling of misfires is to take every precaution to prevent their occurrence.
Anytime misfired holes, portions of misfired holes, or unexploded explosive materials remain after a blast is
fired, a hazardous situation is created that will exist until the unfired explosive materials have been disposed
of properly. Explosive disposal requires sound judgement and a comprehensive understanding of explosives
by the blaster in charge. Most misfires occur because of improper techniques by the blaster or a change
in the geologic structure from the expected norm.
It is important that any investigation into the cause of misfires is conducted fairly and with an open mind.
Any preconceived idea of the cause may mask the true cause, and prevent the establishment of procedures
that will prevent future misfires.
If a misfire occurs, their disposal should be handled only by an experienced individual familiar with the
explosive materials and initiating systems used in the blast, and the proper techniques for handling,
neutralizing, and disposing of the explosives involved in a safe manner. Persons handling misfires should
have firsthand knowledge of how the blast was loaded or must have accurate records and data giving detailed
information on the type, weight, and location of all the explosive materials and initiation system components
used.
Specific recommendations concerning misfire handling procedure cannot be made, as every misfire must
be evaluated on an individual basis. All information regarding the misfire must be analyzed completely and a
plan of action must be outlined to safely handle, neutralize, and dispose of the explosives involved. Specific
federal, state, and/or local regulations govern the handling of misfires and must be followed as well.
When a misfire occurs, the power source used to fire the initiation system must be disconnected from the
firing line, and the firing line shunted or made safe, before the blast -in -charge enters the blast area to inspect
the misfire.
Access to the blast area where a misfire has occurred should be block off and guarded. After the waiting
period, the blast area should be inspected by the blaster -in -charge. Another individual, who is knowledgeable
in misfire disposal, should act as a safety backup for the blaster -in -charge enters the blaster and should remain
out of the blast area but observe the situation from a safe distance. All observable initiation system comp-
onents must be identified, recorded, and checked with the appropriate test instrument. If there is any suspicion
of unfired detonators or explosives materials, they should be treated as though they are live.
The safest and surest way of handling any type of misfire is to be able to reconnect all the unfired charges
and fire them successfully. This procedure is not always possible or practical. Often, the misfired charges have
been cut off by rock movement and are located in areas that are inaccessible to the blaster. In some instances,
rock has been torn away by the charge with very little burden that has been shattered and displaced. The
firing of these misfired charges with mats, broken muck, screenings, etc., require extreme caution and should
be made only after the situation has been thoroughly evaluated. In firing misfired charges under these cir
cumstances, on must assume the worst consequences that can happen and take appropriate precautions. The
blast area must be isolated and all roads to the area blocked and guarded before attempting to refire the

the misfired charges. Firing should be done by authorized personnel from a remote, safe location where
adequate cover can be provided. In addition to the warning signals required, all personnel in adjoining work
area,
yards, shops, offices, etc., should be required to retreat to a safe place before the blast is fired.
When misfired charges cannot be reconnected and refired safely, the next approach is to try to
neutralize as much of the charge as possible. In small -diameter holes, it is often possible to wash out the
explosive column with a stream of water. Although it is rather impractical to try to wash out large diameter
cartridges from drill holes, it is often possible to wash out the stemming to permit the removal of these
cartridges with non -sparking retrieving tools. When large -diameter holes have been loaded with bulk blasting
agents, water can sometimes be used to wash out the charge. Water will neutralize anfo and similar type
materials that have little or no water resistance.
If, due to rack movement, the detonator leads or detonating cork lines have been severed, it may be
possible to wash out the stemming in order to place another primer in the hole and to fire the charge from
the top of the column. Again, the reprising and refiring of any misfired charge requires the judgement of an
experienced blaster that is in charge.
When it is impossible to reinitiate, retrieve, or neutralize misfired explosives, it may be necessary to
consider drilling, loading, and firing of holes that are adjacent to the misfire. If performed successfully, this
procedure will dislodge or displace the misfired explosives for eventual disposal.
Such action should be considered only as a last resort after all other courses of action have failed, and
only after consulting the manufacturer of the explosive materials for information, recommendations, and
assistance.
The drilling, loading, and firing of blast holes near holes containing misfired explosives materials is an
extremely hazardous task that must be only undertaken by experienced, competent personnel, utilizing
extreme caution and care. Hole location must be exact, and the drilling operation must be monitored
constantly. After the holes adjacent to misfires have been fired, thorough inspection should be made of the
muck pile for any displaced and unfired explosive materials. As the muck is removed, it must be inspected
continuously by experienced personnel to make sure that all missed explosive materials are detonated and
removed for disposal. An unresolved misfire indicates that the hazard remains and is a danger to personnel
and equipment. Areas containing unresolved misfired charges may have to be abandoned, and the access to
these areas may have to be restricted.
It must be emphasized that misfires, the disposal of misfires, or the working of personnel and equipment
in areas where misfires are present is hazardous. Only situations where there is any doubt or question re -
guarding the properties, the properties of explosive materials, initiating components, or detonators that were
used in a misfired blast, the manufacturer should be consulted for information, recommendations, and
assistance. Under no circumstances should misfired explosives be reused.

Certificate of Training U.S. Department of Labor
Mine Safety and Health Administration
Approved OMB Number 1210-0009, Expires April 30, 2021.
This certificate is required under Public Law 91-173 s amended by Public Law
96-164. Failure to compItypig result In penalties an1o=sipctd-h ded
bysections'108andliu, U icLaw 1-173asamend y U6 10 ED 91064
Issue Certificate Immediately Serial Number (for operators use)
Upon Completion of Training I
TYLER GUILL
2. Check Type of Approved Training Received:
ix Annual
Refresher L Experienced Minor Hazard Training
f-1 Now Task ©Other (specify)
(Specify below) New Miner
3-k;necK I YP9 of Operation and Related Industry:
A. FA surface ❑ Construction QUnderground Shaft & Slope
B. n Coal x metal F)? Nonmetal
4, DateTralrunoRequirementecompieted Check if not completed
1/16/2021 E- and go to item 5, below.
--*" If completed, go to item 6, below.
6. Check Subjects Completed (Use only for partially completed trainingy
f— Introduction to Work Environment Roof/Ground Control
F- Hazard Recognition L & ventilation
Mine Map; Escapaways;
F Evacuation;
n Emergency Medical Procedures r2m y 151-1=1-09
F H&S Aspects of Tasks Assigned
F1 Cleanup; Rock Dusting
Statutory Rights of Miners
[—. Mandataryr=".h &
Self -Rescue & Respiratory Devices
Safety
TmnsW&CommtW
icallonsSysterns
Authority & Responsibility
Fi Of SUPSIVISore & Miners
Representatives
n Health
L Electrical Hazards
First Aid
Mine Gem
nExplosives
F1 Prevention of Accidents
Other (apecify)
6. False Cefflftation Is Punishable under I Zrt,11 h, above training has been completed
$"#on 110 (a) and (f) of %a Federal Mine (ce of pera reap l"09)
amended by P. L 95-164). 1 - /"r, lflA N
$d*tY & Health Act (P. L 91-173 as
7. Mine Name, ID, & Location of Training (If institution, gl'vb name & address)
ELITE BLASTING SERVICES; LLC COMP. PERSON: BOBBY ROWLAND
1270 OLD CONCORD CHURCH RD ID9 1126
," I
STONY POINT, NC 28678
8: Elate
1/16/2021
Mb"A f-Olm 5000-23,'May, 20113 (ree sod)
(09nature

Certificate of Training U.S. Dopartment of Labor
Wine SaWy and Health Administration
Approved OMB Number 1219-0009, Expires April 30,2021,
This ce, * icate is required under Puklic Law ?,l -173 as mended NPublic Law
e
95-164. Walluire to cowolf Pie sun i eq ties and ot er sanctio as rovided
by sections 108 and ua,?Law P, as amended by Public Law 06-164.
Issue Cer0cate Immediately Serial Number (for operators use)
4 Upon Completion of Training I
DONALD "TREY" RAMSEY
2. Check Type of Approved Training Received -
ix Annual
Refresher L Experienced Miner Hazard Training
Now Task n Other (specify)
(specify below) New Miner
�OEM,-�
GhecType of Operation and Related Industry:
A. C@ Surface El Construction n Underground ❑Shaft & Stops
S. n coal RMetal Fg Nonmetal
4. DateTrainingRequirementsCompleted
Check if not completed
1/16/2021 and go to ftern 5. below.
--010- Ifoamplated,gotofterngbelow.
5. Check Sublects Completed (Use only for partially completed training):
introduction to Work Environment
F— Hazard Recognition
Emergency Medics! Procedures
H&S Aspects offasks AsslgnW
Statutory Rights of Miriam
L self -Rescue & Respiratory osvioes
F Transport & Communications Systems
LRoolIGntiround Control
i& Velation
Mine Map; Escapaways;
Erne .M.21% Evacuation;
R
Cleanup; Rock Dusting
M S1a21dty81SO4,ZadMs &
Authority & Responsibility
For *9 Miners
P-NIXOnitsace'll
Lj Electrical Hazards
First Aid
Mine eases
Explosives
Prevention of AC&Wb
El Other {specify)
6. False certification is punishable under I C30011h"e above Bing has been completed
section 110 (a) and M of the Federal Mine{ r*ahoe of petp -md5l. f. vow-0)
Wety & Health Act (P. L. 0:1.173 as f J I
amended by P. L. 954").
7. Mine Name, ID, & Location of Training (if institution, give name & address)'1113
ELITE BLASTING SERVICES, LLC COMP. PERSON: BOBBY ROWLAND
1270 OLD CONCORD CHURCH RD ID# B268,6
STONY POINT, NC 28678
1/16/2021
1-
L Print
completed the

Certificate of Training
AWwodoMa Number 121"009, Expires
U.S. Department of Labor
Mine Safety and Haft Adminietratton
30, 2021.
T I to i u' under Pu i' Lew 9;1-173 s amended b Public La
,' ?Vtoel a ma resent are and' �h �i�� as ��` ad
y seotions ti8 an , Pu to l aw 9.1-133 as amen ed y�+ubitt; w
Issue CerMcate Immediately I
Serial Number (for operator's use)
Upon Completion of Training
William Parson
2. Check Type OfAWVMU Training Received;
nual
Refresher
❑ Experienced Miner E] Hazard Training
Now Task
-- (BPS* below) �, j New Miner } tspe Y?
u. %IFMUK r we Of kwination anti KetatGd Industry.
A. C Surface ® Construction [ underground
[] Shaft & Slope
a. rj Coal (fit] Metal [X: Nonmetal
4, bi Tra nningRaquimmst-tscomple—wd
1 /2312021 © Check
t not completed
--41- ifcompteied.90toltem6,below.
8. Check Subjects Completed Was Only for partially Completed training):
tiaroducWn to Work E nvirottmwtr � nod COMM
Hazard Recognition
[]Heab
i� We Map; Escapeways;
Q Emergency MadiW Procedures i Enemy Evacus&M�,
F 1 awiricid Hazards
H&S Aspecls of Tasks Assigned GW#nup; Rock Dustingrj
First Aid
Q SMetu ory Rights of Minem
W ROMIS a Resphtcry
El Mtutdattuy Huth & ❑ MM® G sse
saw` ixtards {� Expios[M
Tm--Pwt & Comiunk bons Systems
r^�t Autho & R�BepautbiHi 1-- t
t i of $uper�visore & Miners y It —.iI PrBventtan ofAcc tte
Ro retterdethyes ❑ other (specify,
on is punlshsbie under t mat
6. FaiBcs tts�rtliis:stise
ab training has been oompleted
section 190 (s) srtd ON the i�sderai Mine$14 tag trsira)
ad by
P.
7. Ming Name, iD, & tocatiori
of Train6rtg Of instRtrtirtn, glve name & addn3ss)
Elite Was Services, [.t C
Comp Person Bobby Rowland
1270 Old Concord Church Road
82686 Pt 48B BHrs
Stony Point. NC 28678.
a Date
i verify at i have oorn the abovening
1/2312021
(SIWW ot>�eartr tad)
Print Form

Certificate of Training U.S. Department of Labor
and Health Administration
4P,
This certificate is required under Public Law 91-173 as amended by Public Law 95-1b4
Failure to comply may result in penalties and other sanctions as provided by sections 108
and 110, Public Law 91-173 as amended by Public Law 95-164. `
issue Certificate immediately
Upon Completion of Training
1. Print Full Name of Person Trained irst,m
Carl A. Burton MIIN #M19364170
Larry Randall Key
2. Check Type of Approved Training Received:
X Annual Refresher Experienced Miner F-1
Hazard Training
Part48 (B) 0
New Task
{specify below)
F-1 Newly Employed, inexperienced Miner
❑ other (specify)
Date
Task
Initials
Date
Task
initials
instructor
Student
Instructor
Student
3, Check Type of Operation and Related industry:
p, I Surface Construction Underground Shaft &Slopes
J Metal Nonmetal
B. = Coal I ^
4. Date Requirements Completed:
9/14/2020 F Check if not completed
and go to item 5, below.
_ 4 if completed, go to item 6, below.
5. Check Subjects Completed (use only for partially completed training):
LIntroduction to Work Environment Roof /Ground Control Q Health
& Ventilation
L= Hazard Recognition
Emergency Medical Procedures
H&S Aspects of Task Assigned
C� Statutory Rights of Miners
Self -Rescue & Respiratory Devices
QTransport & Communications Systems
6. False certifcation is punishable under
section 110 (a) and (f) of the Federal Mine
Safety & Health Act (Public Law 91-173 as
Mine Map; Escapeways;
Emergency Evacuation;
Barricading
= Cleanup; Rock Dusting
Mandatory Health &
Safety Standards
C� Authority & Responsibility
of Supervisors & Miners'
Representatives
Electrical Hazards
First Aid
Q Mine Gases
Explosives
C� Prevention of Accidents
C� other (specify)
I certify that the above training has been completed
(signature of person responsible for training)
7, Mine Name, ID #, & Location of Training (if institution give name & address)
Carolina Drilling & Blasting Westmore Family Restaurant
#HOF 2172 S. NC Hwy. 705
Seagrove, NC 27341
8. Date I verify that I have completed the abo a training
9/ 14/2020 (signature of person trained)
Form

Certificate of Training
U.S. Department of Labor
Mine Safety and Health Administration
OMB
This certificate is required under Public Law 91-173 as amended by Public Law 95-164
Failure to comply may result in penalties and other sanctions as provided by sections 108
and 110, Public Law 91-173 as amended by Public Law 95-164.
Serial Number
Issue Certificate immediately
Upon Completion of Training
1, Print Full Name of Person
David Lee Tanner
4*
Carl A. Burton MiIN #M19364170
2. Check Type of Approved Training Received:
❑X Annual Refresher Experienced Miner ❑ Hazard Training
Part48 (B)
New Task
(specify below)
E]Newly Employed, Inexperienced Miner F I Sher (specify)
Date -
Task _ _
Initials
Date
Task
initials
Instructor
Student
Instructor
student
3. Check Type of Operation ano Kelateo mausrry: ---1
A n i surface Construction Underground CJ Shaft & Slopes
B. Q Coal I n i Metal l U Nonmetal
4. Date Requirements Completed:
9/14�2020 check if not completed
and go to item 5, below.
01 if completed, go to item 6, below.
5. Check Subjects Completed (use only for
= introduction to Work Environment
Hazard Recognition
Emergency Medical Procedures
H&S Aspects of Task Assigned
Statutory Rights of Miners
Self -Rescue & Respiratory Devices
QTransport & Communications Systems
6. False certirkation is punishable under
section 110 (a) and (f) of the Federal Mine
Safety & Health Act (Public law 91-173 as
amended by Public taw 95-1641
pleted training):
Roof (Ground Control
& Ventilation
Mine Map; Escapeways;
Emergency Evacuation;
Barricading
Cleanup; Rock Dusting
Mandatory Health &
Safety Standards
Health
u Electrical Hazards
First Aid
Mine Gases
Explosives
LJ Prevention of Accidents
Authority & Responsibility L + Other (specify)
of Supervisors & Miners'
Representatives
I certify that the above training has been completed
(signatures of
person respor ibblle for training) J
7. Mine Name, ID #, & Locatlon of Training (if institution give name & acimi-ess)
Westmore Family Restaurant
Carolina Drilling &Blasting 2172 S. NC Hwy. 705
#HOF
Seagrove, NC 27341
8. Date I verify that I have completed the above training
9/14/2020 tS re of persorytrain

DEPARTMENT OF JUSTICE
Bureau of Alcohol, Tobacco,
Firearms and Explosives
Martinsburg, WV25405
March 1, 1. 2021
Carolina Drilling Inc
326 Railroad St
Mocksville, NC 27028
Premises Address: 326 Railroad St, Mocksville, NC 27028
Dear Sir/Madam:
�w--'o W
7-u 77&d AJ
d"o PY
901090:MBH/1,MK
5400
File Number: I -NC-00404
This letter acknowledges receipt of your timely application to renew your Federal explosives
license/permit.
The Bureau of Alcohol, Tobacco, Firearms and Explosives (ATF)j is not able to process your
application prior to the expiration date of your license/permit. However, Federal law allows ydU
to continue operations under your current license/permit until s4ch time as ATF completes
processin&yctur application. -See 5 U.S.C. § 558. This letter, or as 6xplained below, a follow-up
--Letter}-wAi7=rve- as -your license/permit until we complete -action on -your -renewal. It .is referred
to as a Letter of Authorization (LOA).
Since we have not completed processing your application, you may supply a copy of this letter to
other licensees/permittees, e.g., your distributors, for the next six months (or until we complete
action on your renewal, if that occurs in less than six months) as evidence' of your
licensed/permitted status. If we have not completed processing your application for renewal
within six months of the date of this letter, we will send you another letter, which will also be
valid for six months (or until we complete action on your renewal, if that occurs in less than six
months). This is of course contingent upon your remaining entitled to continue operations under
your current license/permit.
Please direct questions or concerns regarding this letter to Bryan Schmeling at [phone].
Sincerely,
Mama Ho-.%,ard
Chief, Federal Explosives Licensing Center
ATF web address: mmy-a-t—f go—v

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31-1 Aoua6y ueuue-lolN'g yslen
N3onuoHd
1JV1rvV✓
•(s);uawasjopua yons;o nail ul Japloy W31HIPJ03 ay; o; s;y6u -18;u03;OU seop a;e3lXPe3
uo ;uawa;e;s d •;uewaslopue ue eumbal Aew salollod ule4ja3 'Rollod a4;10 suol;!puoa pue swja; ay; o; ;oefgns 'a3AIVM SI NouvoosenS m
pasiopua aq to suoislAoid a3mnSNl l`dN011laat! aAey;snw (sa!)�(allod ay; `a321nSN1 lVN011laaV ue sl japloy areal} V83 ay;;l UNV12IOdWl
•213a1OH 31V31c111l130 3Hl ONV `d30naMd NO 3AIJ.VIN3S3Nd3H
a3ZRIOHlnb' `(S)21321nSNl �JNInSSi 3Nl N33M138 I0VBIN00 v 31n11ISN00 ION S30a 30NvunSNl dO 31`d313111133 SIHI 'MO139
S3ZIMOH 3H1 s) a3a2NI D 3'J`I 3HI 0 3 M 21311tl NO aN31X3 `aN3Wb' A-13ALLV03N NO A13AIIVWUI=IAV ION S300 31V013112130
SIHl s3aiOH 31VOldila30 3Hl NOdn S1HOIN ON SM3dN00 aNtl AlNO NOI1tlW210dN1 d0 21311tlW tl Stl a3nSSl SI 31t/01j11213
�Zoz/zz/v 3ONt/ nSNI A11119V11 :1O 31dJ13112133
(AAAA/00/WW) 31tl0

APPENDIX B - BLAST REPORTS

�-�)� $11 4,10
camcm 4�ytIiYc.
326 Railroad SL Mocksville, N.C. 27028
CONTRACTORS
JOB NAME
to
e// 6*16aa%Y LanjX6'l1
DATE-,9
0 a: J
WEATHER:
SEISMOGRAPH LOCATION
i -Orac)14
2 V "lye
44
3
EXPLOSIVES
3
4
POWDEft LBS PER YD:-
SCALE BISTANCE 5a
#SURFACE DELAY USED
Hole Hole
Dia. Depth
3A:5
#9
s
Ph; 336*-75lw2961
Fax -a
., 336-751-0774
'Loi-41 - i,;
t
LOC, ON SITE MAP 3:5, y 2d 6 671- Z/,;5q Y1613
JOB LOCATI O-N--
TMM: AMae�
A
WIND DIRECTION:
I.P.S.
CTALING:
mmmft=M
FREQ.
�'Eq COD,
r P 0,
JNi1S
s. s
TYPE OF BLASTING CAPS At a u van Z.#USED S �
TYPE OF RACK OVER BURDEN
0 a s a
SIZE OF PIPE
Comme:�u: 6 o x y 8 X S7
Parullel
#17
Stem # of Holes
&Pffi � per Delay
7-8 �
Spacing
Width
Min. lbs
per Delay
TYPE OF COVER---N JA.
Length Depth of Invert
TYPEOFPIIPE EST., YD. S
10,
Spac g Perimeterg.7

i
Ph; 33&75 1 2951
326 Raffmad St MocksviHe, N.C. 27028 Fax: 336-751,-0774 BLAST REPORT-.0
CONTRACTOR E4rti Iard�i�tri►d � Nc LOG ON SITE MAP .23.9
JOB NAME Ca[4u; C aukfY 14mejA1/ cos LocaTioN _ L r
DATE: _ S/t1/�D�1 TEME: AM
wEn�x: Cle
SEISMOGRAPH LOCATION
1 _- V; b re.. kie
2
3
yOF,-IIts 9 q54t
I 7
1 Y+ I A C
TEWW W71 jo F
VnNDDIRECTION.: CEHMG:
FREQ.
40
POWDER: LBS PER YD.,. r, A/< TYPE OF BLASTING CAPS /►t wxG,,,,_ 0 D # USED STD
SCALE DISTAATCE SO
#SURFACE DELAY USED #9 #17 S #42 S
ff Of Hole Hole Sub Stem
Holes Dlk Depth DrflUng depth
I I 1 0 �o a�s is-a� 305'� 12-iy
TYPE OF ROCK .Brow� / 9)oc OVER BURDEN O - 10
TRENCH Diamond Staggered Parallel Spacing Width
SIZE OF PIPE
MASS: Burdm 7
commwts: SOX100sx 8
a�
# of Holes
per Delay
per Delay
i
�b
M&x. %slb
p"Delay
as
TYPE OF COVER IVIA
1w;1gat.11
Depth of Invert
TYPE OF AIDE EST.. YD...
Spacing....7 Perimeter ', oc�c.� Avg. cut
IS J/ 0 it 7PY
was

rill roCina rrInc.
326 Railroad St MockmAlle, N.C. 270ALlu
CONTRACTOR_I wtn �4-6ra��N�.
JOB NAME
DA FIT-4, -1 3/l
Ph: 336-7,S I.W2961
Fax:336-75I-0774
BLAST REPORT
LOC. ON SFIT MAI)_9 ?e? Yu—k—! 7
JOB LOCATION ._a_. 4r. hv��
TIMF'l /s I AM
WEATHER.- e I W� T{ate I
••++. ��� -� -+--�••r--�r --ram .--r +��._.•�- ---�-w-•r-�•:� =.r �� ILeI kiiiii.; ■
++--'-•'�r••w•w�.�t�r.� � �� - .-. .---.r+-�rr•rt. +r-rt. - t - � � _ -.-. � � ��r -----�-+--+-•-----t�.+�
SEISMOGRAPH LOCA110N
• ■ FREQ. DB
2
,4•ry+T +-ram +ram""'�++rf�-.•-'�+`+r-••-rr.�--+w�+•*•4•..�•w�w+-•rw`
r�++�-tw ��'�--+'•� �..�.r�.��-rYr�ti.•f„•••r�•••rti�+�-++•��.���.t..r-r,�+�e+. �+r,,.o .�-..w+-ref-�... �,.�..����+4-���
4Y
�•r�r•r+�l.•+-rY-•Tti.F�+�•F.�.+4ati.+������ t�a••��
f'XPLOSIVES TYPE SDATE CODE POUNDS
�.� loill _Wwwt)
M wiiiiiiiiiiiiiiiiiiiiiiiiiiiii�
awl e
-Rio I is 4�
3
Me.. x f-s "d- )z ej a st, or
4
��--.��T•-ram �+�•.�.r�•. .�f
or
POWDER. LBS PER YUllill-ii-__0!_�,___
SCALE DISTANCE
#SIJRFACE DELAY USED #9
# Of Hole
Roles Mail
Hole
Depth
I-4YPE OF R(XX3�j__ / 8_10too
TRENCH Diamond
Staggered
1"'YPE OF BL-ASOJING CAPS ActowX_4j6w D. D_
Sub Stem
Drilling depth
OVER. BURDEl-_-O" 7
Parallel
Spacing
# 7
SI of Holes
per Delay
Width
I
T0'rAL.=
# USIlM J14
#42
Min_ libs Max. I b is.
per Delay per, Delay
I I
TYPE OF C0V1'qR JVIA
­_,--_----_.__­_-
Lerigth
Depth of Invert
SIZE OF PIPE--..T._.__.---- TYPE OF PIPE;-- -------- EST. YD. �'/j3 7D _.
if
MASS: Burden7Spacing__,_7 _ Perimeter_ p�______. Avg,, cut_,�� ��
Comments.: 11SA50ox4l
V7 �i1C3.
9p

Caroa OnEng,CznInc.
326 Railroad St Mocksville, N.G. 27028
CONTRACTOR�"�,t_LIF __Szr 'n-
,S
JOB NAME C�I�Iu�rsaILG�L���c--��br�?%I
DA4']T--,,1 05146
"""
Ph: 336-751-2961
Fax -d- 3-16^7Si�ri0774
-RI ,AC1T P 1W-'Pn-o qr
LOC. ON SITE: MAP- os�
J 0D- LOCATION
TEMR 13 � 32 AM
••,:`• `ncm. Lo_sL�__w� __... WIND UIRFC770N: 465 e
SEISMOGRAPH I.IX:ATION I I.Y.S. I FR F0
of
CEILING: 1401,
V Coil
2
A'�Y�+-4��R'�7F�#�#�'+#���a�-�.y-. .t �'l••TlTw 14-�w+b.-.� �.r��.-T�..�.,��!'##w-•�+Tr
EXPLOSIVES TYPE
s 171-:1 FYI CODE POUNDS
V2 A" 45 ik lip 2s6X
P. 9
3 A%
AAL
x
4 ;4
--- _I I
5
I'OWDER.: LBS PER YD.-
SCAf10 DISTANCE`fQ____
#SURFACE DELAY USED #9
ii Of
Holes
Hole Hole
Dik Depth
3.
JYPE OF ROCK 5410j/gl u i
]FRENCH Diamond
SIZE OF PIPF.
MASS: Burdm.---7
Staggered
Comments: � ox Y o A 17wa
aft ` 307 �0
TYPE OF B1.AS'rf1NG4'CAPS---)4 4s#
Sub Stem
Drilling depth
OVER E�URDENQ =-7 ---
Parallel
Spacing
widal
# of Holes
per Delay
TO'I'AL
# LJLS14'o%jD
#42. S
Min. I bs Marc_ lbs-
per Delay per Delay
I I
,rvrE or COVER. N/A
Length
TYPE OF PIPE EST. YD
Spacing____ Perimeter_Cie I__
Depth of Invert
Avg. u

CarvCtrsa oriaing, .Ina Ph: 336-751-2961
326 Railroad St. Mocksville, N.C. 27028 Fax: [phone] BLAST REPORT
CONTRACTOR6_av�_�,. QI�Gr �� -mm LOC . ON SI I'f.? MAP3S.9 pY",Y-L,�"5_$
JOB NAME , 4,f71 JOB LOCATION
DATE: 0 S/;toz 2021 TIME: _11-_Y. AM '11 MP. — V 5 °
WEATHER: C IAAy_ _ WIND DIRECTION: CEILING: j
SEISMOGRAPH LOC:A370N
2
3
I.P.S.
FREQ.
DB
POWDER: LBS PER YD: r.32
SCALE DISTANCE SCZ
#SURFACE DEI,AY USED #9 _____
# Of Hole Hole
Holes Dia. Depth
83_2940_ Qy-37
TYPE OF ROCK t $/y f-
TRENCH Diamond Staggered
Sin- OF PIPE
SIZE
2 .)e _
DATE CODE
POUNDS
a 10
a x 1
as0
TOTAL: --
TYPE OF BIAS"PING CAPS- /H c.�rs^►�_._ #USED
#17 1d #42 ! O _
Sub Stem # of Holes Min. lbs Max. lbs.
Drilling depth per Delay per Delay per Delay
OVER BURDEN_.__ O�S �_� TYPE OF COVER.-- /✓/A
Parallel Spacing Width I..ength Depth of Invert
TYPE OF PIPE EST- YD.
MASS: Burden ] Spacing--_-.._ 7 .
Comments: gSX70x36
a?
i
Perimeter c Avg. cut_--30_____.

APPENDIX C - SEISMIC ANALYSES

ap
ttcipe N355512.3,W813541.9 N35 33 9 6 W81 35 35
w %
XNea� Storage Tanks N35 54 55 4 W81 35 4i 9a.

Version 4.2.4
Executable Dare: 180ct2017
File: C:\Users\Owner\Dowaloads\10466-6.NSZ Noinis Seismographs, Inc.
_perGraphics - Report
Company: Carolina Drilling: Foothills Telephone: [phone]x 23
Unit #:10466 5/4/2021 at 14:58:22 Event # 6
Location: Cell Operator. Berry Isenhour
Notes: Seismograph Location: 35.320224,-80.121340 Record Duration: 3.0 sec
Sample Rate: 1024/sec
Distance: N 14�gt. Per Delay: N Scaled Distance: 0.0 Last Calibration: 20Apr21
Seismic Air
Gain:1 Trigger:.02 in/s Vector Sum: 0.15 in/s@46.55Hz Gain- 1 AirTrivver• Ili 1RT.
Channel
Radial
Transverse
Vertical
0 Velocity (in/s)
0.080
0.140
0.125
Frequency (Az)
39.30
46.50
42.60
Trigger>>> Peak
1 299.8
1 302.7
1 371.1
Seismic Scale: 0.16 itt4ldia
Measurement
Value
Trigger >>> Peak
656.3
psi
.0039534
dBL
122.7
Hz
6.7
Waveform Analysis / Frequency Plot
Air Scale:.00461 psUdie Velocity 1
i
i
G r
�t
A f iAl
� t
Os is 3s
USBM Limits (RI 8507- 1980)
10
nq
T
Y
T
'r'_f
II IIII 9 i 4 4
III t ? R IIII YIIT t
'r
100

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
11355 v10.27 Begin Date: 05/04/2021 07:00:53 (UTC-4)
Client:
CAROIINA DB End Date: 05/04/2021 21:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 1 (130-130)
Location:
NR WORKING FACE Record Time: 5.0 s
Distance:
Seismic Trigger: 0.050 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ACCESS RDS TRIANGLE Battery Level: 8.7
Shaketable Calibrated: 12/18/2020
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36730
Louisville, KY 40299 U.S.A.
N35 55 08.9,W81 35 47.7 TEL: [phone] FAX: 502,240.9902
Dynamic Calibration Graph: L T v s
Printed: May05,2021 File: 242_11355_20210504_210000_4byldd9.g3k (GeoSonics Inc. AnalysisNETv8.1.57)

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
7774 v6.13 Begin Date: 05/04/2021 07:00:54 (UTC-4)
CIient:
CAROLINA DB End Date: 05/04/202121:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 26 (267-292)
Location:
WELL AT ACCESS RD Record Time: 5.0 s
Distance:
Seismic Trigger: 0.050 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ACCESS RD - RESIDENTS Battery Level: 8.4
Shaketable Calibrated: 01/2612021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36724
Louisville, KY 40299 U.S.A.
N35 55 9.6,W81 35 35.3
TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T v s
Printed: May 05, 2021 File: 242_7774 20210504_210000_4byl de9.g3k (GeoSonics Inc. AnalysisNET v8.1.57)

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
9816 v6.13 Begin Date: 05/04/2021 07:00:52 (UTC-4)
Client:
CAROLINA DB End Date: 05/04/2021 19:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 2 (8-9)
Location:
NEAR STORAGE TANKS Record Time: 5.0 s
Distance:
Seismic Trigger: 0,020 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ON SM ELEVATED HILL Battery Level: 8.7
Shaketable Calibrated: 03/04/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36718
Louisville, KY 40299 U.S.A.
N35 54 55.4,W81 35 41.7 TEL: [phone] FAX: [phone]
I
Dynamic Calibration Graph: L T V s
Printed: May 05, 2021 File: 242_9816_20210504_190000_4bylc1t.g3k (GeoSonics Inc. AnalysisNET v8.1.57)

Vibra-Tech Seismic Analysis
Velocity Waveform Analysis
Serial No:
11355 v10.27
Date:
05/11/2021 16:16:10 (UTC-4)
Event No:
10
Record Time:
5.0 s
Client:
CAROLINA DB
Operation:
FOOTHILLS LANDFILL
Location:
NEAR CLEANOUT PIPE
Distance:
Operator:
VIBRA-TECH IPC
Comment:
STEEP INCLINE
Seismic Trigger:
0.050 in/s
Summary Data
L T
PPV (in/s)
0.283 0.178
FREQ (Hz)
38.5 45.5
PD (.001 ")
2.29 0.86
PPA (g)
0.352 0.143
Peak Vector Sum:
0.330 in/s
Peak Air Pressure:
131 db
0.01068 PSI @ 8.9 Hz
Additional Info:
j-GEO-36870
N35 55 12.3,W81 35
41.9
Shaketable Calibrated: 12/18/2020
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
Louisville, KY 40299
U.S.A.
TEL: [phone] FAX: [phone]
Velocity Waveform Graph Scale
Time Scale:
0.100 s
Seismic Scale:
+/- 0.320 in/s
Sound Scale:
+/- 0.0181 PSI
L
T
V
S
10
V
1
0.300
35.7
1.35
n
0.215
d
a
.1
USBM Safe Blasting Levels
SN: 11355 Event: 10
0 0 ■0
Longitudinal Transverse Vertical
1 10
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SN: 11355 Event: 10
0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 CAL
Time (s)
Printed: May 19, 2021 File: 65_11355_20210511_161610_4byl 14dc.g3k (GeoSonics Inc. AnalysisNET v8.1.57)
100

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
9816 v6.13 Begin Date: 05/11/2021 07:00:53 (UTC-4)
Client:
CAROLINA DB End Date: 05/11/2021 19:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 10 (21-30)
Location:
NEAR STORAGE TANKS Record Time: 5.0 s
Distance:
Seismic Trigger: 0.020 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ON SM ELEVATED HILL Battery Level: 8.5
Shaketable Calibrated: 03/04/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36718
Louisville, KY 40299 U.S.A.
N35 54 55.4,W81 35 41.7 TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T V S
Printed: May 19, 2021 File: 242_9816_20210511_190000_4byl 15kh.g3k (GeoSonics Inc. AnalysisNET v8.1.57)

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
7774 v6.13 Begin Date: 05/11/2021 07:00:53 (UTC-4)
Client:
CAROLINA DB End Date: 05/11/2021 21:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 15 (341-355)
Location:
WELL AT ACCESS RD Record Time: 5.0 s
Distance:
Seismic Trigger: 0.050 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ACCESS RD - RESIDENTS Battery Level: 8.3
Shaketable Calibrated: 01/26/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36724
Louisville, KY 40299 U.S.A.
N35 55 9.6,W81 35 35.3
TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T V S
Printed: May 19, 2021 File: 242_7774_20210511_210000_4byl 16hz.g3k (GeoSonics Inc. AnalysisNET v8.1.57)

Vibra-Tech Seismic Analysis
Velocity Waveform Analysis
Serial No:
11355 v10.27
Date:
05/17/2021 15:28:19 (UTC-4)
Event No:
12
Record Time:
5.0 s
Client:
CAROLINA DB
Operation:
FOOTHILLS LANDFILL
Location:
NEAR CLEANOUT PIPE
Distance:
Operator:
VIBRA-TECH IPC
Comment:
STEEP INCLINE
Seismic Trigger:
0.050 in/s
Summary Data
L T
PPV (in/s)
0.273 0.118
FREQ (Hz)
62.5 55.6
PD (.001")
0.97 0.37
PPA (g)
0.306 0.150
Peak Vector Sum:
0.288 in/s
Peak Air Pressure:
126 db
0.00662 PSI @ 7.4 Hz
Additional Info:
j-GEO-36870
N35 55 12.3,W81 35
41.9
Shaketable Calibrated: 12/18/2020
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
Louisville, KY 40299
U.S.A.
TEL: [phone] FAX: [phone]
Velocity Waveform Graph Scale
Time Scale:
0.100 S
Seismic Scale:
+/- 0.320 in/s
Sound Scale:
+/- 0.0091 PSI
L
T
V
S
10
V
1
0.220
35.7
0.82
0.202
c
d
a
.1
USBM Safe Blasting Levels
SN: 11355 Event: 12
0 0 ■0
Longitudinal Transverse Vertical
1 10
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SN: 11355 Event: 12
0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 CAL
Time (s)
Printed: May 19, 2021 File: 65_11355_20210517_152819_4byl lorw.g3k (GeoSonics Inc. AnalysisNET v8.1.57)
100

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
9816 v6.13 Begin Date: 05/17/2021 07:00:53 (UTC-4)
Client:
CAROLINA DB End Date: 05/17/2021 19:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 2 (44-45)
Location:
NEAR STORAGE TANKS Record Time: 5.0 s
Distance:
Seismic Trigger: 0.020 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ON SM ELEVATED HILL Battery Level: 8.7
Shaketable Calibrated: 03/04/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36718
Louisville, KY 40299 U.S.A.
N35 54 55.4,W81 35 41.7 TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T V S
Printed: May 19, 2021 File: 242_9816_20210517_190000_4byl 1ppw.g3k (GeoSonics Inc. AnalysisNET v8.1.57)

Vibra-Tech Seismic Analysis
Stop Event Report
Serial No:
7774 v6.13 Begin Date: 05/17/2021 07:00:55 (UTC-4)
Client:
CAROLINA DB End Date: 05/17/2021 21:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 7 (367-373)
Location:
WELL AT ACCESS RD Record Time: 5.0 s
Distance:
Seismic Trigger: 0.050 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ACCESS RD - RESIDENTS Battery Level: 8.4
Shaketable Calibrated: 01/26/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36724
Louisville, KY 40299 U.S.A.
N35 55 9.6,W81 35 35.3
TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T V S
Printed: May 19, 2021 File: 242_7774_20210517_210000_4byl 1g80.g3k (GeoSonics Inc. AnalysisNET v8.1.57)

Vibra-Tech Inc. Seismic Analysis
Velocity Waveform Analysis
Serial No:
11355 v10.27
Date:
05/19/2021 15:32:08 (UTC-4)
Event No:
29
Record Time:
5.0 s
Client:
CAROLINA DB
Operation:
FOOTHILLS LANDFILL
Location:
NEAR CLEANOUT PIPE
Distance:
Operator:
VIBRA-TECH IPC
Comment:
STEEP INCLINE
Seismic Trigger:
0.050 in/s
Summary Data
L T
PPV (in/s)
0.238 0.150
FREQ (Hz)
50.0 55.6
PD (.001 ")
0.89 0.52
PPA (g)
0.182 0.130
Peak Vector Sum:
0.270 in/s
Peak Air Pressure:
125 db
0.00537 PSI @ 22.7 Hz
Additional Info:
j-GEO-36870
N35 55 12.3,W81 35
41.9
Shaketable Calibrated: 12/18/2020
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
Louisville, KY 40299
U.S.A.
TEL: [phone] FAX: [phone]
Velocity Waveform Graph Scale
Time Scale:
0.100 s
Seismic Scale:
+/- 0.320 in/s
Sound Scale:
+/- 0.0091 PSI
L
T
V
S
10
V
1
0.160
35.7
0.77
n
0.137
S
d
a
.1
USBM Safe Blasting Levels
SN: 11355 Event: 29
0 0 0
Longitudinal Transverse Vertical
1 10
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SN: 11355 Event: 29
0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 CAL
Time (s)
Printed: June 03, 2021 File: 65_11355_20210519_153208_4byl lwkp.g3k (GeoSonics Inc. AnalysisNET v8.1.35)
100

Vibra-Tech Inc. Seismic Analysis
Stop Event Report
Serial No:
9816 v6.13 Begin Date: 05/19/2021 07:00:55 (UTC-4)
Client:
CAROLINA DB End Date: 05/19/2021 19:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 0 (46-45)
Location:
NEAR STORAGE TANKS Record Time: 5.0 s
Distance:
Seismic Trigger: 0.020 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ON SM ELEVATED HILL Battery Level: 8.7
Shaketable Calibrated: 03/04/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36718
Louisville, KY 40299 U.S.A.
N35 54 55.4,W81 35 41.7 TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T V S
Cal Test Results:
Longitudinal: Pass
Transverse: Pass
Vertical: Pass
Sound: Pass
Printed: June 03, 2021 File: 242_9816_20210519_190000_4byl lxkv.g3k (GeoSonics Inc. AnalysisNET v8.1.35)

Vibra-Tech Inc. Seismic Analysis
Stop Event Report
Serial No:
7774 v6.13 Begin Date: 05/19/2021 07:00:52 (UTC-4)
Client:
CAROLINA DB End Date: 05/19/2021 21:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 5 (377-381)
Location:
WELL AT ACCESS RD Record Time: 5.0 s
Distance:
Seismic Trigger: 0.050 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ACCESS RD - RESIDENTS Battery Level: 8.4
Shaketable Calibrated: 01/26/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36724
Louisville, KY 40299 U.S.A.
N35 55 9.6,W81 35 35.3
TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T V S
Cal Test Results:
Longitudinal: Pass
Transverse: Pass
Vertical: Pass
Sound: Pass
Printed: June 03, 2021 File: 242_7774_20210519_210000_4byl ly5r.g3k (GeoSonics Inc. AnalysisNET v8.1.35)

Vibra-Tech Inc. Seismic Analysis
Velocity Waveform Analysis
Serial No:
11355 v10.27
Date:
05/20/2021 17:45:18 (UTC-4)
Event No:
30
Record Time:
5.0 s
Client:
CAROLINA DB
Operation:
FOOTHILLS LANDFILL
Location:
NEAR CLEANOUT PIPE
Distance:
Operator:
VIBRA-TECH IPC
Comment:
STEEP INCLINE
Seismic Trigger:
0.050 in/s
Summary Data
L T
PPV (in/s)
0.275 0.175
FREQ (Hz)
41.7 50.0
PD (.001 ")
1.14 0.68
PPA (g)
0.234 0.137
Peak Vector Sum:
0.298 in/s
Peak Air Pressure:
126 db
0.00609 PSI @ 4.3 Hz
Additional Info:
j-GEO-36870
N35 55 12.3,W81 35
41.9
Shaketable Calibrated: 12/18/2020
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
Louisville, KY 40299
U.S.A.
TEL: [phone] FAX: [phone]
Velocity Waveform Graph Scale
Time Scale:
0.100 S
Seismic Scale:
+/- 0.320 in/s
Sound Scale:
+/- 0.0091 PSI
L
T
V
S
10
V
1
0.138
31.3
0.88
0.124
c
d
a
.1
USBM Safe Blasting Levels
SN: 11355 Event: 30
0 0 ■0
Longitudinal Transverse Vertical
1 10
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SN: 11355 Event: 30
0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 CAL
Time (s)
Printed: June 03, 2021 File: 65_11355_20210520_174518_4by120sp.g3k (GeoSonics Inc. AnalysisNET v8.1.35)
100

Vibra-Tech Inc. Seismic Analysis
Velocity Waveform Analysis
Serial No:
7774 v6.13
Date:
05/20/2021 17:45:18 (UTC-4)
Event No:
388
Record Time:
5.0 s
Client:
CAROLINA DB
Operation:
FOOTHILLS LANDFILL
Location:
WELL AT ACCESS RD
Distance:
Operator:
VIBRA-TECH IPC
Comment:
ACCESS RD - RESIDENTS
Seismic Trigger:
0.050 in/s
Summary Data
L T
PPV (in/s)
0.060 0.050
FREQ (Hz)
16.7 21.7
PD (.001 ")
0.47 0.45
PPA (g)
0.039 0.033
Peak Vector Sum:
0.073 in/s
Peak Air Pressure:
112 db
0.00125 PSI @ 6.8 Hz
Additional Info:
j-GEO-36724
N35 55 9.6,W81 35 35.3
Shaketable Calibrated: 01/26/2021
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
Louisville, KY 40299
U.S.A.
TEL: [phone] FAX: [phone]
Velocity Waveform Graph Scale
Time Scale:
0.100 S
Seismic Scale:
+/- 0.160 in/s
Sound Scale:
+/- 0.0023 PSI
L
T
V
S
10
V
1
0.060
26.3
0.43
0.033
c
d
a
.1
USBM Safe Blasting Levels
SN: 7774 Event: 388
0 0 X1
Longitudinal Transverse Vertical
•
'
•
■
■ ■
■ ♦ •
■ ..
♦ ♦ M
■ •
■ ■
M ■
■ ■ ■ •♦
AS AN
■ �I W •.■■ ♦ •■ •■
1 10
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SN: 7774 Event: 388
0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 CAL
Time (s)
Printed: June 03, 2021 File: 65_7774_ 20210520_174518_4byl20sq.g3k (GeoSonics Inc. AnalysisNET v8.1.35)
100

Vibra-Tech Inc. Seismic Analysis
Stop Event Report
Serial No:
9816 v6.13 Begin Date: 05/20/2021 07:00:53 (UTC-4)
Client:
CAROLINA DB End Date: 05/20/2021 19:00:00 (UTC-4)
Operation:
FOOTHILLS LANDFILL Events over Trigger: 0 (46-45)
Location:
NEAR STORAGE TANKS Record Time: 5.0 s
Distance:
Seismic Trigger: 0.020 in/s
Operator:
VIBRA-TECH IPC Sound Trigger: N/A
Comment:
ON SM ELEVATED HILL Battery Level: 8.7
Shaketable Calibrated: 03/04/2021
Additional Info:
By: Vibra-Tech, Inc.
2700 Holloway Road - Suite 113
j-GEO-36718
Louisville, KY 40299 U.S.A.
N35 54 55.4,W81 35 41.7 TEL: [phone] FAX: [phone]
Dynamic Calibration Graph: L T v S
Cal Test Results:
Longitudinal: Pass
Transverse: Pass
Vertical: Pass
Sound: Pass
Printed: June 03, 2021 File: 242_9816_20210520_190000_4byl2lif.g3k (GeoSonics Inc. AnalysisNET v8.1.35)

APPENDIX D - DAILY FIELD REPORTS

Day: Tuesday
Date: 5/4/21
Log No.: 25
Page: 1 of 1
Daily Field Activity Log
eotechnics
geotechnical & geosynthetic testing
Project Name: Foothills Landfill
Project No.: 2021-053
Client Name: CEC Inc
Client Contact: Nathan Bivins P.E.
Client Project No.: 310-590
Time on Site: Arrived: 8:00 AM
Departed: 4:00 PM
Site Location: Lenoir, North Carolina
General Contractor: Earnhardt Construction
1 Superintendent: Richard Ratliff
Other Firms / Sub -Contractor Represented On Site
Firm / Sub -Contractor
Representative's Name and Title
Elite Drilling
HHNT
Kevin Berry
Weather Conditions: Cloudy / Rain Temperature: 66 - 82
Contractor's Equipment: 2 CAT D6,2 CAT D8, 349 CAT Excavator, 2 CAT 740 off road trucks
1 CAT 815 compactor, Hitachi 85 USB mini excavator
Contractor's Personnel: 1 Superintendent, 3 operators
Description of Daily Activities & Events
• Geotechnics rep. arrived on site and met with Richard of Earnhardt construction.
• Elite onsite drilling the upper benches for future detonation at the upper south east slope area of Cell 6A.
• Earnhardt excavating a heaped pile of rocky soil material to be placed at the working face of the active
landfill. Piled material was the refuse from the construction of the new perimeter access road.
• Earnhardt cutting the grade of the cell floor. Soil material was graded within a few tenths of design grade
using a GPS equipped bulldozer. Excess material was pushed into a stockpile for future placement.
• Elite set off the explosives to bust up the rock in south east area of Cell 6A. Measurements of MW-11
was conducted prior to and after the detonation of explosives. A reading of 83.1ft was recorded before
the shot, and a reading of 83.Oft was recorded immediately after.
• This concludes today's activities.
• Geotechnics Rep left site.
Orepared BY: DW Date: 5/4/21 Checked By: EL Date: 5/18/21
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Day: Tuesday
Date: 5/11 /21
Log No.: 30
Page: 1 of 1
Daily Field Activity Log
eotechnics
geotechnical & geosynthetic testing
Project Name: Foothills Landfill
Project No.: 2021-053
Client Name: CEC Inc
Client Contact: Nathan Bivins P.E.
Client Project No.: 310-590
Time on Site: Arrived: 8:00 AM
Departed: 5:30 PM
Site Location: Lenoir, North Carolina
General Contractor: Earnhardt Construction
1 Superintendent: Richard Ratliff
Other Firms / Sub -Contractor Represented On Site
Firm / Sub -Contractor
Representative's Name and Title
Elite Drilling
HHNT
Matt Cheek
Weather Conditions: Cloudy Temperature: 63 - 73
Contractor's Equipment: 2 CAT D6,2 CAT D8, 349 CAT Excavator, 2 CAT 740 off road trucks
1 CAT 815 compactor, Hitachi 85 USB mini excavator, 324 CAT excavator long reach
Contractor's Personnel: 1 Superintendent, 5 operators
Description of Daily Activities & Events
• Geotechnics rep. arrived on site and met with Richard of Earnhardt construction.
• Elite continued drilling of the rock bench where the southern portion of the Cell 6A/613 meet.
• Elite loading half the bench with explosives for detonation today.
• Earnhardt cutting the grade of the northern access road. Roadways were sealed off with the rubber tires
on the off road truck in preparation of tomorrow's rain event.
• Elite set off the explosives to bust up the rock in south east area of Cell 6A. Measurements of MW-11
were conducted prior to and after the detonation of explosives. A reading of 83.Oft was recorded before
the shot and a reading of 82.95ft was recorded immediately after.
• This concludes today's activities.
• Geotechnics Rep left site.
Orepared BY: DW Date: 5/11/21 Checked By: EL Date: 5/25/21
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Day: Monday
Date: 5/17/21
Log No.: 34
Page: 1 of 1
Daily Field Activity Log
eotechnics
geotechnid & geosyothetic testing
Project Name: Foothills Landfill
Project No.: 2021-053
Client Name: CEC Inc
Client Contact: Nathan Bivins P.E.
Client Project No.: 310-590
Time on Site: Arrived: 9:00 AM
Departed: 5:00 PM
Site Location: Lenoir, North Carolina
General Contractor: Earnhardt Construction
I Superintendent: Richard Ratliff
Other Firms / Sub -Contractor Represented On Site
Firm / Sub -Contractor
Representative's Name and Title
Elite Drilling
Weather Conditions: P. Cloudy Temperature: 58 - 79
Contractor's Equipment: 2 CAT D6, CAT D8, 349 CAT Excavator, 2 CAT 740 off road trucks
1 CAT 815 compactor, Hitachi 85 USB mini excavator, 324 CAT excavator long reach
Contractor's Personnel: 1 Superintendent, 6 operators
Description of Daily Activities & Events
• Geotechnics rep. arrived on site and met with Richard of Earnhardt construction.
• Earnhardt resumed placement of the rocky fill from the eastern slope, with the cleaner fill going to the
eastern slope construction. Soil material was excavated and placed on off road trucks and placed in
the cell by bulldozer. Material was compacted by loaded off road trucks and a static weighed sheep foot
compactor. Moisture and density testing was conducted on the Cell 6A structural fill with test results
and locations recorded (see SFNDR-04 for results).
• Elite set off the explosives to bust up the rock in south east area of Cell 6A. Measurements of MW-11
were conducted prior to and after the detonation of explosives. A reading of 82.90ft was recorded before
the shot and a reading of 82.88ft was recorded immediately after.
• This concludes today's activities.
• Geotechnics Rep left site.
Prepared By: DW Date: 5/17/21 Checked By: EL Date: 5/25/21
2200 Westinghouse Blvd., Suite 103 - Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Day: Wednesday
Date: 5/19/21
Log No.: 36
Page: 1 of 1
Daily Field Activity Log
eotechnics
geotechnid & geosyothetic testing
Project Name: Foothills Landfill
Project No.: 2021-053
Client Name: CEC Inc
Client Contact: Nathan Bivins P.E.
Client Project No.: 310-590
Time on Site: Arrived: 8:00 AM
Departed: 5:00 PM
Site Location: Lenoir, North Carolina
General Contractor: Earnhardt Construction
I Superintendent: Richard Ratliff
Other Firms / Sub -Contractor Represented On Site
Firm / Sub -Contractor
Representative's Name and Title
Elite Drilling
Weather Conditions: P. Cloudy Temperature: 62 - 81
Contractor's Equipment: 2 CAT D6,2 CAT D8, 349 CAT Excavator, 2 CAT 740 off road trucks
1 CAT 815 compactor, Hitachi 85 USB mini excavator, 324 CAT excavator long reach
Contractor's Personnel: 1 Superintendent, 6 operators
Description of Daily Activities & Events
• Geotechnics rep. arrived on site and met with Richard of Earnhardt construction.
• Earnhardt resumed placement of the rocky fill from the eastern slope, with the cleaner fill going to the
eastern slope construction. Soil material was excavated and placed on off road trucks and placed in
the cell by bulldozer. Material was compacted by loaded off road trucks and a static weighed sheep foot
compactor. Moisture and density testing was conducted on the Cell 6A structural fill with test results
and locations recorded (see SFNDR-04 for results).
• Elite continued drilling of the rock bench where the southern portion of the Cell 6A/613 meet.
• Elite set off the explosives to bust up the rock in south east area of Cell 6A. Measurements of MW-11
were conducted prior to and after the detonation of explosives. A reading of 82.90ft was recorded before
the shot and a reading of 82.90ft was recorded immediately after.
• This concludes today's activities.
• Geotechnics Rep left site.
Prepared By: DW Date: 5/19/21 Checked By: EL Date: 5/25/21
2200 Westinghouse Blvd., Suite 103 - Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Day: Thursday
Date: 5/20/21
Log No.: 37
Page: 1 of 1
Daily Field Activity Log
eotechnics
geotechnid & geosyothetic testing
Project Name: Foothills Landfill
Project No.: 2021-053
Client Name: CEC Inc
Client Contact: Nathan Bivins P.E.
Client Project No.: 310-590
Time on Site: Arrived: 8:00 AM
Departed: 6:00 PM
Site Location: Lenoir, North Carolina
General Contractor: Earnhardt Construction
I Superintendent: Richard Ratliff
Other Firms / Sub -Contractor Represented On Site
Firm / Sub -Contractor
Representative's Name and Title
Elite Drilling
Weather Conditions: P. Cloudy Temperature: 60 - 84
Contractor's Equipment: 2 CAT D6,2 CAT D8, 349 CAT Excavator, 2 CAT 740 off road trucks
1 CAT 815 compactor, Hitachi 85 USB mini excavator, 324 CAT excavator long reach
Contractor's Personnel: 1 Superintendent, 6 operators
Description of Daily Activities & Events
• Geotechnics rep. arrived on site and met with Richard of Earnhardt construction.
• Earnhardt resumed placement of the rocky fill from the eastern slope, with the cleaner fill going to the
eastern slope construction. Soil material was excavated and placed on off road trucks and placed in
the cell by bulldozer. Material was compacted by loaded off road trucks and a static weighed sheep foot
compactor. Moisture and density testing was conducted on the Cell 6A structural fill with test results
and locations recorded (see SFNDR-04 for results).
• Elite continued drilling of the rock bench where the southern portion of the Cell 6A/613 meet.
• Clay samples were prepared and shipped to TRI Enviromental today.
• Elite set off the explosives to bust up the rock in south east area of Cell 6A. Measurements of MW-11
were conducted prior to and after the detonation of explosives. A reading of 82.90ft was recorded before
the shot and a reading of 82.90ft was recorded immediately after.
• This concludes today's activities.
• Geotechnics Rep left site.
Prepared By: DW Date: 5/20/21 Checked By: EL Date: 5/25/21
2200 Westinghouse Blvd., Suite 103 - Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Day: Thursday
Date: 5/27/21
Log No.: 42
Page: 1 of 1
Daily Field Activity Log
eotechnics
geotechnical & geosynthetic testing
Project Name: Foothills Landfill
Project No.: 2021-053
Client Name: CEC Inc
Client Contact: Nathan Bivins P.E.
Client Project No.: 310-590
Time on Site: Arrived: 8:00 AM
Departed: 5:00 PM
Site Location: Lenoir, North Carolina
General Contractor: Earnhardt Construction
1 Superintendent: Richard Ratliff
Other Firms / Sub -Contractor Represented On Site
Firm / Sub -Contractor
Representative's Name and Title
Weather Conditions: P. Cloudy Temperature: 64 - 86
Contractor's Equipment: 2 CAT D6,2 CAT D8, 349 CAT Excavator, 2 CAT 740 off road trucks
1 CAT 815 compactor, Hitachi 85 USB mini excavator, 324 CAT excavator long reach
Contractor's Personnel: 1 Superintendent, 5 operators
Description of Daily Activities & Events
• Geotechnics rep. arrived on site and met with Richard of Earnhardt construction.
• Earnhardt removing the larger shot material and placing it at east of the Cell 6A storm water conveyance
channel. Most rocky material was removed by excavator and loaded onto trucks, with the larger boulders
boulders being pushed by bulldozer to their designated location outside the construction limits.
• Earnhardt started exsposing the edge of liner along the Cell 3C tie in. Liner system was uncovered using
a mini excavator with a bladed bucket to prevent unnecessary damage to the liner.
• A reading of MW-11 was conducted today showing no change in ground water levels since last week's blast.
A reading of 82.90 feet was recorded.
• This concludes today's activities.
• Geotechnics Rep left site.
Pre ared By: DW Date: 5/27/21 Checked By: EL Date: 6/8/21
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net