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Marshall – ILF Cells 3 and 4 Landfill Construction

DUKE ENERGY – MARSHALL STEAM STATION
TERRELL, NORTH CAROLINA

ILF CELLS 3 AND 4 LANDFILL CONSTRUCTION
PROJECT AT MARSHALL STEAM STATION

MARSHALL – ILF CELLS 3 AND 4 CONSTRUCTION
 Revision # A: 2/7/17

PO #TBD

February 7th 2017

Marshall – ILF Cells 3 and 4 Landfill Construction
2

Table of Contents
1.0 Safety Training .......................................................................................................................... 3
2.0 Execution Plan ........................................................................................................................... 5
3.0 Operational Experience .......................................................................................................... 11
4.0 Safety Risk Matrix ................................................................................................................... 14
5.0 Environmental Risk Matrix ...................................................................................................... 17
6.0 Quality Control ........................................................................................................................ 20
Attachment A – Proposed Project Overview ................................................................................ 21
Attachment B – Traffic Plan .......................................................................................................... 21
Attachment C – Observation Plan ................................................................................................. 22
Attachment D – JHA ...................................................................................................................... 25
Attachment E – Trench and Excavation Permit: .......................................................................... 32
Attachment F – Project Schedule .................................................................................................. 33
Attachment G – Communication Matrix ...................................................................................... 36
Attachment H – Equipment Operations Improvement Actions .................................................... 37
Attachment I – Trenching and Excavation Checklist ................................................................... 39
Attachment J – Equipment Extraction Plan .................................................................................. 43
Attachment K – Equipment Towing Plan ..................................................................................... 45

Marshall – ILF Cells 3 and 4 Landfill Construction
1.0 Safety Training

All Charah operators, subcontractors, and any future personnel will complete Duke and
Charah training. Each operator will be informed of requirements outlined within this
document.

1.1 Duke Orientation and Training

Marshall Steam Plant Orientation Training

 All Charah employees and subcontractors will meet with Duke Station Representatives and
complete the Marshall Steam Plant and CCP orientation prior to beginning work.

CCP/PowerSafe Orientation

 All Charah employees and subcontractors will have valid MICCS cards
 All Charah employees and subcontractors will be subject to random drug testing
 All Charah employees and subcontractors will be required to pass site safety and CCP
training prior to starting work.
 Copies of MICCS cards and project training documentation will be kept in the site trailer
 A list of all employees on site and their MICCS card numbers will be submitted to the station
daily by 8:00 AM

1.2 Charah Training

Charah Site Specific Safety and Environmental Training

 Core 8
1) Brother’s Keeper 5) 3 Points of Contact
2) PPE at All Times 6) 360° Walk A Round
3) Proper Backing Procedures 7) Proper Horn Signals
4) 3 Part Communication 8) When in doubt…STOP and ask for help
(Situational Awareness)

 Readiness Review Items
 JHA
 Job Walk Down
 SPCC and Fuel Handling Practices
 Equipment Operator Task Training
 Review of Charah Communication Plan

Marshall – ILF Cells 3 and 4 Landfill Construction
4

Resources:

Charah may utilize additional subcontractors as conditions warrant. The safety record of the
subcontractors, certificates of insurance, site-specific safety plan and any additional information
required or requested by Duke will be furnished prior to any subcontracts arrival on site. All
subcontractors will have an EMR of 1.0 or below.

1.3 Operations Oversight

 Charah will provide a full-time project manager to oversee all of the activities of this project.
 Charah will provide a full-time field engineer.
 Charah will provide a full-time SSO.
 Charah will provide a full-time site foreman for the duration of the project.

Overview of Contractor Personnel
Contractor Team Services Personnel
Charah, Inc. Excavation, Soil Hauling, Sediment Basin
Construction, Subcontractor
Management, Project Management
15-20
Ace Clearing Clearing and Grubbing 5-8
Philen Construction Erosion and Sediment Control Features 2-4
GPRS Utility Location 1-2
McKim and Creed Surveying 2-4
Chesapeake Liner Installation 5-10
Chandler Construction Pipe Installation 1-2

Marshall – ILF Cells 3 and 4 Landfill Construction
5

2.0 Execution Plan

This Readiness Review and Execution Plan details the means and methods for the
construction of the Industrial Landfill Cells 3 and 4 at the Marshall Steam Station. Work
includes site preparation, erosion control, clearing and grubbing, excavation, soil hauling and
grading, liner installation and the leachate collection system for the new landfill cells.

Scope:
The project consists of the construction of two new disposal cells at the Marshall Steam
Station Industrial Landfill. Construction activities for this project include installation and
maintenance of erosion control measures, clearing and grubbing of the cell footprints,
excavation of approximately 195,500 cubic yards of material (with distribution going to
structural fill, cut-to-fill, compacted soil liner, and stockpiles), installation of the leachate
collection system and the leachate detection system, 735,000 square feet of liner system, and
seeding approximately 9 acres of disturbed area. Also included in this scope is construction of
permanent access roads to the new cell and a permanent sediment pond for runoff control.

Job Steps:

Preconstruction Efforts
1. All personnel assigned to this project will have completed the PowerSafe training, have
a valid MICCS cards and report to the Marshall Steam Station before starting operations
to complete a site-specific safety orientation, discuss project operations and to be
familiarized with the site layout.
2. Charah project management team will work with Duke Energy project management and
QA/QC teams to generate the appropriate submittals directed within the project
specifications.
3. A subcontractor will utilize ground penetrating radar to locate all utilities prior to the
start of construction.
4. Prior to beginning construction, site conditions and site layout will be verified. If there
are discrepancies between the drawings and field conditions, a Duke Representative will
be notified immediately.
5. A Professional Land Surveyor licensed in the state of North Carolina will perform layout,
construction staking, and all formal surveying activities.
6. A GPS rover will be maintained onsite at all times for periodic grade checking. The dozer
used for finish grading will also be equipped with GPS.
7. Existing control points, survey monuments and monitoring wells will be protected.
8. Existing and newly established control points will be used as needed to complete the
work.

Marshall – ILF Cells 3 and 4 Landfill Construction
6

Hold Point - All employees will review GPR report to ensure awareness of all underground
utilities.

Hold Point – Exclusion zones will be established within the working area with high visible
barricades to distinguish high hazardous area. It is anticipated there will be multiple exclusion
zones within the working area being altered to accommodate the project’s working areas as
necessary. Refer to Attachment H for further equipment operations guidelines.

Site Preparation
9. A temporary office trailer will be installed at a Duke approved location.
10. Installed E&S features will be inspected and maintained throughout the project as
needed.
a. Silt fence will be installed at various locations as indicated on the project
drawings.
b. Construction entrances will be constructed and maintained as needed.
c. E&S features will be inspected once every 7 days or following any 0.50 inch
rainfall event occurring within a 24-hour period.
d. Upon completion of the project, Charah will leave all temporary erosion control
devices in place as directed by Duke Energy.
11. Mobilization will occur as project schedule dictates. The following pieces of equipment,
or similar, will be mobilized as needed:
 349 Series Excavator 1 EA
 336 Series Excavator 1 EA
 320 Series Excavator 1 EA
 312 Series Excavator 1 EA
 Cat D6N GPS Dozer 1 EA
 Cat D6N Dozer 3 EA
 Cat 12M Motorgrader 1 EA
 740 Articulating Dump Trucks 4 EA
 GPS Rover 1 EA
 950 Series Wheel Loader 1 EA
 84-inch Sheepsfoot Roller 1 EA
 84-inch Smooth Drum Roller 1 EA
 4000 Gal. Water truck 1 EA
 815 Series Compactor 1 EA
 Remote Trench Roller 1 EA
 Farm Tractor w/ Harrow 1 EA
 289 Series Skid Steer 1 EA

12. All material delivered to the project will be the same or equivalent material as approved
by the EOR.

Marshall – ILF Cells 3 and 4 Landfill Construction
7

13. Secondary containments shall be utilized for equipment not in use. Secondary
containments shall meet the latest revision of the CCP supplemental.
14. Ace Clearing will clear, grub and remove vegetation within delineated limits of
disturbance as shown on the Project Drawings. A dozer and excavator may be used in
the removal of the stumps. A tub grinder will be utilized in the grinding operations of
the vegetation and a loader or excavator will be utilized to load grubbed material and
debris, which will then be hauled to an offsite disposal location.
15. A portion of the NE work area will be cleared and grubbed, in order to provide access for
haul truck traffic to the stockpile area. Additional access road work shall commence in
order to allow for safe hauling operations.

Hold Point – Exclusion zones will be established at the entrance to the project work area to
prohibit access to only approved project personnel. During times of high traffic, a dedicated
spotter will be stationed at the exclusion zone to direct traffic and review the JHA as
needed.

Site Development
Sediment Basin
16. Once the sediment basin area has been cleared and grubbed, approximately 6,750 CY of
soil will be cut and filled in order to begin constructing the access road.
17. A GPS equipped dozer will be utilized to fine grade the internal and external slopes of
the sediment to ensure the 3H:1V slope designs are achieved per engineered drawings.
18. As the grading of the sediment basin is commencing, additional features such as the
principal spillway, emergency spillway, manhole, skimmer, and baffles, will be installed
to support the functionality of the basin. Once substantially complete, seeding will be
applied to the sediment basin to assist with erosion and sediment controls.
Access Road
19. The excavated soil material from the sediment basin will be utilized as fill to construct
the access road.
20. To complete the construction of the access road, approximately 13,500 CY of soil will be
excavated from the cut area of Cell 3 and will be hauled, placed and compacted to
finalize the design elevations, and the tie-ins, of the access road. A 2H:1V V-ditch will
also be created inside the access road to convey stormwater from around the project
site to the sediment basin.
21. Once soil hauling and placement activities are completed, woven geotextile will be
installed along with surge stone, No. 4 stone, and ABC stone to depths of 6-inch, 3-inch
and 3-inch respectively.
22. Additional features, such as numerous culverts, rip rap channel lining, ditch matting,
wattles and hydro-seeding shall be installed to ensure the access road is equipped to
manage stormwater runoff as designed.

Haul Route

Marshall – ILF Cells 3 and 4 Landfill Construction
8

23. In order to efficiently haul soil from the landfill construction to the stockpile
modifications are needed to construct a new access road to the stockpile.
24. Once the area NE of the project has been cleared and grubbed, grading shall commence
to begin prepare the subgrade for the new access road. The road will be constructed an
approximate 30-foot width to allow for safe two-way traffic.
25. Once grading activities are completed, woven geotextile will be install, along with stone,
to create an all-weather access to the stockpile area. Refer to Attachment B for layout
details regarding the new access road alignment.

Cell Construction
Cell 3 Construction
26. The topsoil within the Cell 3 portion of the project area will be separated from the
suitable clay fill material. The topsoil will be transfer from the cell location to the
stockpile area, by utilizing an excavator, GPS dozer and 40 ton articulating trucks.

Hold Point – During the topsoil stripping process, any CCR waste identified for removal will be
excavated and hauled to the active ILF Cells 1&2.

27. In order to create the subgrade design elevations and the clay liner, approximately
20,000 CY of soil will be utilized as cut-to-fill within Cell 3. This will be accomplished
utilizing an excavator, 40 ton articulating dump trucks, GPS dozer, and Sheepsfoot roller
Approximately 100,000 CY of Cell 3 soil will be excavated and hauled to the stockpile
area.
28. Once the soil excavation has been completed, a roller will compact the clay liner while a
GPS dozer fine grades to ensure the subgrade design elevations are achieved.

Hold Point – Prior to installing the new liner system onto the subgrade of Cell 3, materials
testing will be performed on the soils for density and moisture content as outlined in the
Construction Quality Assurance Plan. Additionally, materials testing will be performed on the
HDPE liner material to test for strength and resilience of the materials. All testing results will be
reviewed with Duke Energy and Charah project teams. Direction on liner installation operations
shall be provided prior to commencing.

Hold Point – Prior to mobilizing any project material onsite approval shall be received from the
EOR of the project. Additionally, when material is delivered, it will be inspected to ensure
compliance and consistency with the submittal documents is maintained.

29. Once all material testing has been completed and approval received, the engineered
liner system will be installed. Utilizing Chesapeake Containment Systems, the liner
system for Cell 3 will be installed. The liner system consists of a geosynthetic clay liner
(GCL), secondary 60-mil textured geomembrane, leak detection system (LDS)

Marshall – ILF Cells 3 and 4 Landfill Construction
9

geocomposite drainage layer, primary 60-mil textured geomembrane, leachate
collection system (LCS) geocomposite drainage layer, and a 2-foot protective cover.
30. The new Cell 3 liner system shall be tied into the existing liner system of the active Cell
1. The existing anchor trench of Cell 1 shall be potholed, to determined depths, and an
excavator with a smooth-edge bucket shall be utilized to expose the liner edges. The
two liner systems will be connected by utilizing extrusion welding techniques.
31. The protective cover layer will be bottom ash produced from the Marshall plant
operations. Bottom ash will be hauled by on-road dump trucks and placed using a LGP
dozer. These operations will continue until all of the liner within Cell 3 is covered with a
2-foot layer of bottom ash.
32. Once the liner system is installed, the LCS and LDS sump riser piping will be installed in
the NW portion of the cell, as shown on the engineered plans. As the sump piping is
installed, the cell’s LDS and LCS collection piping will be installed, along with the pipe
bedding and filtration features, as shown on the LCS/LDS corridor details.
33. Once the LCS/LDS piping and filtration systems are installed, the chimney drains and
infiltration zones will be installed in locations as detailed by the engineered plans.

Cell 4 Construction
34. The topsoil within the Cell 4 portion of the project area will be separated from the
suitable clay fill material. The topsoil will be transferred from the cell location to the
stockpile area by an excavator, GPS dozer and 40-ton articulating trucks.

Hold Point – During the topsoil stripping process, if CCR waste is identified for removal it will be
excavated and hauled to the active ILF Cells 1&2.

35. Utilizing an excavator, 40-ton articulating dump trucks, GPS dozer, and Sheepsfoot
roller, approximately 23,000 CY of soil will be utilized as cut-to-fill within Cell 4, in order
to create the subgrade design elevations and the clay liner.
36. Approximately 53,500 CY of Cell 4 soil will be excavated, and hauled to the stockpile
area, utilizing an approved haul route.
37. Once the soil excavation has been completed, a roller will be utilized to compact the
clay liner, while a GPS dozer will fine grade to ensure the subgrade design elevations are
achieved.

Hold Point – Prior to installing the new liner system onto the subgrade of Cell 4, materials
testing will be performed on the soils to test for density and moisture content in accordance
with the Construction Quality Assurance Plan for the project. Additionally, materials testing will
be performed on the HDPE liner material to test for strength and resilience of the materials. All
testing results will be reviewed by Duke Energy and Charah project teams. Direction on liner
installation operations will be provided prior to commencing.

Marshall – ILF Cells 3 and 4 Landfill Construction
10

Hold Point – Prior to mobilizing any project material onsite approval shall be received from the
EOR of the project. Additionally, when material is delivered, it will be inspected to ensure
compliance and consistency with the submittal documents is maintained.

38. Once all material testing has been completed and approved, the engineered liner
system will be installed. Utilizing Chesapeake Containment Systems, the liner system for
Cell 4 will be installed. The liner system consists of a geosynthetic clay liner (GCL),
secondary 60-mil textured geomembrane, leak detection system (LDS) geocomposite
drainage layer, primary 60-mil textured geomembrane, leachate collection system (LCS)
geocomposite drainage layer, and a 2-foot protective cover.
39. The new Cell 4 liner system shall be tied into the existing liner system of the active Cell
2. The existing anchor trench of Cell 2 shall be potholed, to determined depths, and an
excavator with a smooth-edge bucket shall be utilized to expose the liner edges. The
two liner systems will be connected by utilizing extrusion welding techniques.
40. The protective cover layer will be bottom ash produced from the Marshall plant
operations. Bottom ash will be hauled by on-road dump trucks and placed using a LGP
dozer. These operations will continue until all of the liner within Cell 3 is covered with a
2-foot layer of bottom ash.
41. Once the liner system is installed, the LCS and LDS sump riser piping will be installed in
the NW portion of the cell, as shown on the engineered plans. As the sump piping is
installed, the cell’s LDS and LCS collection piping will be installed, along with the pipe
bedding and filtration features, as shown on the LCS/LDS corridor details.
42.
43. Once the LCS/LDS piping and filtration systems are installed, the chimney drains and
infiltration zones will be installed in locations as detailed by the engineered plans.

Erosion and Sediment Controls
44. Once all operations are completed, approximately 10 acres will be hydro-seeded to
protect against erosion within the site.
45. All temporary erosion and sediment control measures will be left in place.

Marshall – ILF Cells 3 and 4 Landfill Construction
11

3.0 Operational Experience

Proper Emergency Communication

Description:

 Charah communicates closely with all employees to address changing conditions during
operations. Recently, while performing E&S repairs on the Industrial Landfill at Marshall
Steam Station, an operator was utilizing a skid steer to repair rilling on the side slopes when
the subsurface of the side slope began to move. All work stopped and immediate alert was
made to Charah management to begin investigating that area. Duke CCP management was
notified and began conducting an engineering investigation of the area.

Controls:

 All project personnel will alert the Project Management, who will then immediately alert
Duke Energy of any hazards encountered within the work area.
 When operators encounter hazardous conditions they will stop operating the equipment
and leave it in place and notify Duke Energy, who will then notify the Project Management
to move equipment to a safe place or continue to work.
 Charah Project Management will assess situation and provide guidance to operators to
alleviate hazards.
 No changes to Job Hazard Analysis or procedures are allowed unless approved in writing by
Duke Energy.
 Charah Project Management will work together to implement necessary changes and
address emergency situations by following established communication protocol.

.
Mechanical Breakdown Communication

Description:

 Charah has had multiple incidents where mechanical breakdowns have occurred when
heavy equipment was operational. Recently, while performing a stone overlay on a dike at
Allen Steam Station, a wheel loader experience transmission issues. The operator
communicated to the project manager of the issue. The machine was able to be transported
to the designated laydown area, placed within the secondary containment, and called the
rental company for mechanical support. These efforts were completed without impacting
the safety of any personnel within the working area nor did these efforts impact the
designated scope of work.

Marshall – ILF Cells 3 and 4 Landfill Construction
12

Controls:

 In the event of a mechanical failure operator shall make equipment safe and implement all
measures necessary (spill kits, etc.) to contain a spill should it arise.
 Operators will alert the Project Management immediately of any breakdowns, who will then
notify Duke Energy.
 Operators should not exit stalled equipment until traffic conditions are controlled.
 Prompt contact with wrecking companies or mechanics is critical to quickly removing
equipment and returning to service.
 Duke Energy shall determine if the repairs will be on site or if the equipment should be
moved.
 In no case should equipment be moved if there is the potential for an oil, fuel, or hydraulic
leak.
 Any residue or sheen shall be reported to Duke Energy, who will then determine if a release
has occurred.

Operator Behavior Monitoring

Description:

 Charah Project Management responsibilities are to ensure that all equipment operators are
“fit for duty”. Recently, at the Belews Creek landfill operations, a truck driver was suspected
to have hearing difficulties. After further monitoring and communication with the truck
driver, it was determined that the driver was in need of a hearing aid device. Charah
assisted the employee with obtaining a hearing aid device and received medical clearance
that the driver could return back to work.

Controls:

 Charah will perform a random route inspection daily to ensure all physical attributes of the
equipment operators are fully functional
 Charah will conduct morning briefs with each operator to ensure no one is operating
equipment that is not “fit for duty”
 Charah Project Management will monitor radio communication to ensure proper
communication is being achieved

Operating Near Obstructions

Description:

Marshall – ILF Cells 3 and 4 Landfill Construction
13

 Everyday within the landfill operations, truck drivers come into close proximity of
obstructions while entering and exiting loading areas. These areas are typically silos,
gypsum pads, water truck filling stations, WWTS press stations and other stationary
obstructions around power stations.

Controls:

 Designated spotters who are familiar with surroundings and equipment
limitations/clearances will be utilized to direct equipment maneuvers. Operators will
communicate with clear 3-part communication during all operations.
 When directions are unclear or other potential hazards are encountered, operators will
STOP and confirm conditions before proceeding

Safe Dumping/Operating Practices

Description:
 Charah performed dumping operations within the Belews Creek Ash Basin to construct four
access roads for monitoring wells. These operations consisted of loading, hauling and
dumping approximately 9,000 CY of bottom ash within the basin and required close
attention to safe dumping and operating techniques.

Controls:

 Trucks are not allowed to dump side by side.
 Dumping is not allowed on slick or soft surfaces or a suspect surface that could result in
a truck becoming stuck.
 Any conditions or surfaces in question will not be operated on without written approval
from Duke Management. If a suspect surface is encountered, stop work and follow Job
Hazard Analysis procedure
 Charah employees, the public and project team members’ safety is paramount and
Charah will sacrifice productivity to maintain safety and well-being of all parties.

Marshall – ILF Cells 3 and 4 Landfill Construction
14

4.0 Safety Risk Matrix

The risk matrix highlights the most hazardous tasks identified from the JHA and shows the post
mitigation probability and impact.

Risk #1 Description: Equipment Failure
Pre-mitigation
probability:
Low Pre-mitigation
impact:
Moderate
Mitigation: Pre-Shift inspections will be performed daily. Along with constant
monitoring while machine is in operation. All defective equipment will be
tagged out for repairs. All repairs will be performed by a certified
mechanic before equipment is put back into service.
Post-mitigation
probability:
Low Post-mitigation
impact:
Moderate

Risk #2 Description: Obstructed view - backing
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Severe

1. Equipment Failure
2. Obstructed view - backing
3. Struck by, Caught between
4. High Traffic Areas
5. Working Conditions in High
Temperatures

Probability
Very High (>=90%)
High (66%-89%)
Moderate (34%-65%)
Very Low (<=10%)
Low (11%-33%)
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4 1

Marshall – ILF Cells 3 and 4 Landfill Construction
15

Mitigation: Utilize three part communication and a spotter. See task training
procedures in SAF 3306-01. Ground personnel stay 25 ft. from the rear of
equipment. Utilize proper horn signals.
Post-mitigation
probability:
Very Low Post-mitigation
impact:
Severe

Risk #3 Description: Struck by, Caught between
Pre-mitigation
probability:
Very High Pre-mitigation
impact:
Severe
Mitigation: Utilize 3 part communication and spotter. Use clear hand signals when
communicating with operator. Utilize proper horn signals. Will not stand
within 25’ of moving equipment. When utilizing a spotter, maintain
communication.
Post-mitigation
probability:
Very Low Post-mitigation
impact:
Severe

Risk #4 Description: High Traffic Areas
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Severe
Mitigation:  Exclusion zones will be established to identify high risk area.
 Dedicated spotters will be established to provide traffic control
measures to ensure traffic flows according to the daily project
arrangements. The spotters will review and identify the risk areas
with each individual to ensure everyone is aware of potential risks.
Post-mitigation
probability:
Low Post-mitigation
impact:
Moderate

Risk #5 Description: Working Conditions in High Temperatures
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Severe
Mitigation:  Daily monitoring of projected temperatures will be assessed to
understand the impacts to working conditions
 Hydration schedules will be established, and monitored to ensure
employees are in taking the suggested amounts of water, to
ensure hydration is maintained.
 Shade stations, with water, shall be established throughout the

Marshall – ILF Cells 3 and 4 Landfill Construction
16

project site.
 Establish rest periods, based on the task being performed.
Post-mitigation
probability:
Very Low Post-mitigation
impact:
Severe

Marshall – ILF Cells 3 and 4 Landfill Construction
17

5.0 Environmental Risk Matrix

The risk matrix highlights the most hazardous tasks identified from the JHA and shows the post
mitigation probability and impact.

Risk #1 Description: Dust Leaving Work Area
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Significant
Mitigation:  A water truck will be used to spray water onto the active work area
surface and haul routes
 Increasing the moisture of these areas will prevent dust from leaving
the work site

Post-
mitigation
probability:
Very Low Post-mitigation
impact:
Significant

Risk #2 Description: Sediment release due to rain event
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Significant

1. Dust leaving work area
2. Sediment release due to rain
event
3. Leachate release due to rain
event
4. Mechanical fluid release
5. Fueling fluid release

Probability
Very High (>=90%)
High (66%-89%)
Moderate (34%-65%)
Very Low (<=10%)
Low (11%-33%)
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2, 3,
4
1, 5

Marshall – ILF Cells 3 and 4 Landfill Construction
18

Mitigation:  Erosion control structures will be in place around project extents as
well as around drainage structures
 Erosion control structures will be inspected weekly
 Erosion control structures will be inspected after all rainfall events of
0.5” or more within a 24-hour period.
 E&S feature structures will be repaired as identified in the field
Post-
mitigation
probability:
Very Low Post-mitigation
impact:
Significant

Risk #3 Description: Leachate release due to rain event
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Significant
Mitigation:  Daily monitoring of weather forecast to prepare site conditions
accordingly.
 CCR material that is required to be exposed, will be covered with soil to
eliminate any leachate generation
 The extents of CCR exposure will be limited to only the amount that can
be covered prior to the next forecasted rain event
 Pumps will be install, as needed, to pump the stormwater from within
the working cells to the nearest approved water control feature
Post-
mitigation
probability:
Very Low Post-mitigation
impact:
Significant

Risk #4 Description: Mechanical Fluid Spill (hydraulic fluid, oil, fuel, etc.)
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Significant
Mitigation:  Pre-shift inspections of each piece of equipment to identify any
problem areas that may cause leaks
 360 degree walk around to inspect equipment before starting each
time
 Spill kits on each piece of equipment to ensure a rapid response
 Preventative and routine maintenance performed to ensure equipment
remains in operating order
 All equipment will be inspected before unloading to ensure no
defective equipment is delivered onsite
 All equipment coming on site will have a thorough inbound inspection
to ensure that it is fit for work

Marshall – ILF Cells 3 and 4 Landfill Construction
19

Post-
mitigation
probability:
Very Low Post-mitigation
impact:
Significant

Risk #4 Description: Fueling Fluid Release
Pre-mitigation
probability:
Moderate Pre-mitigation
impact:
Significant
Mitigation:  Refueling may only occur in indicated areas where secondary
containments are present
 Operators will give full attention to refueling activities
 Operators will ensure that fuel tanks are not overfilled, which could
result in a spill
Post-
mitigation
probability:
Very Low Post-mitigation
impact:
Significant

Marshall – ILF Cells 3 and 4 Landfill Construction
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6.0 Quality Control

General Quality:
 Execution plan will be reviewed and communicated thoroughly with all employees
 A PJB shall be held daily so that all personnel understand the plan for the day
 At the daily PJB, a positive affirmation from all personnel will be needed to ensure they
understand the day’s tasks
 Charah project management team will verify inspection processes are properly performed
and quality of work is held to the highest standards.
 A full-time project manager/engineer will be provided to oversee all of the project’s
activities
 No changes will be made to plans without approval from the Duke Energy
 No changes will be made to the Execution Plan or JHA without written permission from
Duke Energy
 Any changes that are identified that require a change order will be submitted within 5 days
of the identification of the changes.
 Equipment pre-trip inspections will be maintained by Charah
 Third party testing will be conducted to confirm that compacted fill has reached
 Surveying required on pre and post elevations and to determination of quantities will be
conducted by a third-party PLS.
 All training and MICCS card information will be maintained by Charah
 A contact reference sheet will be given to all subcontractors and Charah employees for use
in emergencies
 Field reports will be created and emailed daily to appropriate project members by Charah
 All daily field reports will be completed by Charah Project Management and transmitted to
Duke Energy management.
 Weekly progress meetings will be conducted by Duke Energy and Charah project
management.
 Ensure that any material delivered to the project is the same material that was approved by
the EOR

Marshall – ILF Cells 3 and 4 Landfill Construction
21

Attachment A – Proposed Project Overview

Attachment B – Traffic Plan

Marshall – ILF Cells 3 and 4 Landfill Construction
22

Attachment C – Observation Plan

Purpose:
The Observation Plan is to be used as a guide to proactively prevent incidents and/or injuries
through monitoring, trending, and managing safe versus unsafe behaviors/conditions. These
observations are intended to be in addition to the procedures established as part of the Health
and Safety Plan, Execution Plan and other established written plans. Effective communication
(see Communication matrix for details) of safe and unsafe behaviors/conditions, environmental
protection, is paramount to making this a successful Observation Plan.

Behavior based safety is a process that provides a higher level of safety excellence by
promoting proactive involvement, building ownership, and fostering communication that
relates to employee safety. A primary concept is that most accidents are due to at‐risk
behaviors and behavioral changes may be made that significantly reduce incident potential.

Implementation:

Charah’s dedicated team will make formal observations of site contractor personnel during
performance of various field activities at the site. Team members are responsible for making
site observations. The observer will utilize the Behavior Based Safety Checklist included as
Attachment A of the Health and Safety Plan. Any unsafe acts or condition shall be corrected
immediately and reported to the Duke Energy CCP Project Management. Incipient acts or
conditions shall be noted and corrected but need not be reported at Duke Energy CCP Project
Management’s discretion.

Attachment D:

Observations will include personnel actions/behavior, site conditions, environmental protection
practices, and quality workmanship. Observations will be classified according to the list below:

Positive Observations

Unsafe Acts

Unsafe Conditions

Observations should be made at various work locations (Excavation and stockpile location, truck
haul route locations, access road construction and employee break area). Any unsafe
observation will result in immediate stop work and corrective action of unsafe act/condition.
The observer will also provide coaching as needed and positive feedback when crews are
observed working safely.

Marshall – ILF Cells 3 and 4 Landfill Construction
23

To provide a successful observation plan, those responsible for observations cannot at any
time condone unsafe behaviors. In the event of an incident and/or injury, the incident
management plan and reporting procedures detailed in the Safety Plan will be followed.

Observations and trending are critical components of a behavior based program. All team
members are encouraged to provide observations throughout the project work.

Definitions
Unsafe Behavior: An individual’s actions that increase the chance of injury, despite
knowledge of the hazard (i.e. excessive speed, improper PPE, etc.)

Behaviors: Actions on the part of the individuals that can be characterized as safe or unsafe (i.e.
smoking while operating, cell phone use, etc.).

Corrective Action: Actions aimed at eliminating root cause(s) and preventing future similar
events. To be effective corrective actions must satisfy three objectives: (DUKE HS‐007
Health and Safety Incident Reporting and Investigation):

Prevent reoccurrence

Be within the assigned organization’s control

Meet business objectives (safety, reliability, economics and environment)

Near Miss: A work related incident that could have, but did not cause injury or property
damage if circumstances had been different (DUKE HS‐007 Health and Safety Incident
Reporting and Investigation).

Health and Safety Incident: An unplanned sequence of events with the potential for
undesirable consequences. This includes: near miss, occupational injury/illness, industrial
hygiene overexposure, fatality, vehicle or mobile equipment crash, fire, explosion, or any
property damage because of the previously identified events (DUKE HS‐007 Health and
Safety Incident Reporting and Investigation).

Serious Injury/Fatality (SIF): Work related injury that results in one of these outcomes:
Fatality

Amputation (involving bone)
Concussion and/or cerebral hemorrhages
Injury to internal organs

Bone fractures (including fingers and toes)
Tendon and ligament tears

Herniated disk (neck or back)

Marshall – ILF Cells 3 and 4 Landfill Construction
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Lacerations (resulting in severed tendons or a deep wound requiring internal stitches)

2nd degree burn (<10% body surface) or 3rd degree burns

Eye injuries resulting in damage or loss of vision
Injections of foreign materials (e.g. hydraulic fluid)
Severe heat exhaustion and all heat stroke cases
Dislocation of a major joint (hip, shoulder, elbow, etc.)
Environmental Incident: An unplanned sequence of events with the potential for an
adverse environmental effect:
Chemical spill or leak
Encountering an artesian water flow while excavating

Discovering ash during an excavation
Silt release into a body of water

Observation Frequency

Marshall Steam Station and Duke Energy CCP Safety team members may request or perform
additional observations.

Marshall – ILF Cells 3 and 4 Landfill Construction
LIKELIHOOD
CONSEQUENCES
Catastrophic
5
Major
4
Moderate
3
Minor
2
Insignificant
1
Almost Certain 5 10 9 8 7 6
Likely 4 9 8 7 6 5
Possible 3 8 7 6 5 4
Unlikely 2 7 6 5 4 3
Rare 1 6 5 4 3 2

RISK SCORE
2-4 Low 5-6 Moderate 7-8 High 9-10 Extreme
LIKELIHOOD How likely is it to happen? CONSEQUENCES How severely could it hurt someone/cause damage?
Almost certain Expected to occur in most circumstances Catastrophic Death or large number of serious injuries, environmental disaster, huge cost
Likely Will probably occur in most circumstances Major Serious injury, extensive injuries, severe environmental damage, major cost
Possible Might possibly occur at some time Moderate Medical treatment required, contained environmental impact, high cost
Unlikely Could occur at some time Minor First Aid treatment required, some environmental and/or financial impact
Rare May occur in exceptional circumstances Insignificant No injuries, low financial/environmental impact

Attachment D – JHA

Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
Environmental
Storing Equipment Environmental Spill
(i.e. hydraulic fluid, oil,
fuel, etc.)

Possible Moderate Moderate  Pre and post operation inspection.
 Spill containment beneath equipment.
 Any spills will be reported immediately to
EH&S and documented.
 Proper clean up procedures will be
implemented.
Operating Equipment Environmental Spill
(i.e. hydraulic fluid, oil,
fuel, etc.)

Possible Moderate Moderate  Pre shift inspections.
 360° Walk around.
 Equipment will be maintained under a
preventive maintenance program to
minimize equipment breakdown.
 Spill kits will be on equipment in the event
of a spill.
 Any spills will be reported immediately to
EH&S and documented.
 Proper clean up procedures will be
implemented.
Job Marshall – Landfill Construction
Prepared by Liz Warlick
Assisted by Chris Emory
Date 2/2/2017
Project MSS-ILF Cells 3 and 4 LF
Job Number N/A

Marshall – ILF Cells 3 and 4 Landfill Construction
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Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
Fueling Equipment Environmental Spill Possible Moderate Moderate  Machine will be shutdown.
 Fuel nozzle will be wrapped with drip
protection and/or drip pan.
 Nozzle is never left unattended and all
locking mechanism will be removed.
 Equipment will be fueled within a
secondary containment.
Pond Operations Fugitive Dust Likely Moderate High  Water truck will provide dust control
during operation.
General Conditions
General Site Risk

PPE  Basic PPE required at all times:
 Hard Hat
 Gloves
 Class 2 high visibility vest or shirt.
 Safety toe boots.
 Safety glasses with foam backing and
smoggles when necessary.
Slips, Trips and Falls Possible Moderate Moderate  Inspect work area.
 Note all hazards and mitigation steps on
PJB.
Insects & Wildlife Possible Moderate Moderate  Be aware of surroundings.
 Do not leave gloves or clothing
unattended.
 Employees will be made aware of the
possibility of ticks and snakes, typically
found in vegetated area.
 Employees will inspect work area for
wildlife.
 Insect repellant will be made available.
Heat Possible Moderate High  See attached SAF 3400-00-4.14
 Worker condition will be monitored by
supervisors.
Unsanitary Conditions Rare Moderate Low  Wash station and PJ will be strategically
placed throughout work areas.
Lightning Possible Catastrophic Moderate  If lightning is within 8 miles from site,
Duke Safety personnel will direct Charah
Management to stand down all work

Marshall – ILF Cells 3 and 4 Landfill Construction
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Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
activities. Employees will be directed to a
safe area until the all clear is given by
Duke Safety personnel.
High Winds Possible Moderate Moderate  Management Team will monitor
conditions and enact mandatory smoggle
alert.
Lifting Heavy Objects Possible Moderate Moderate  Lift with your legs.
 Do not lift over 50 lbs. Ask for assistance.
Obstructed View – backing Possible Major High  Utilize three part communication and/or a
spotter.
 See task training procedures in SAF 3306-
01
 Ground personnel stay 25 ft. from the rear
of equipment.
 Utilize proper horn signals.
Fatigue Possible Moderate Moderate  Supervisors monitor employees for fatigue
and remove from service.
Unstable Surfaces Possible Moderate Moderate  Work areas should be inspected before
each shift. All hazards identified will be
noted on PJB.
Congested Areas Possible Moderate Moderate  Utilize planned haul route.
 Obey all posted signs.
 Utilize 3-part communication.
Heavy Equipment Traffic Almost
Certain
Major Moderate  All ground personnel will maintain 25’
from tracking equipment.
 Utilize 3-part communication.
Poor housekeeping Possible Moderate Low  Work areas will be kept clean and orderly.

 Field vehicles will be kept clean and
orderly (i.e., cab, truck beds, tool boxes,
trunk, and camper shells).
Mobilization
Receiving Equipment/Deliveries Wide Loads Likely Moderate Moderate  Charah will escort to unloading area and
assist as necessary.
Unloading Equipment/Deliveries Unstable Surfaces Possible Moderate Moderate  Inspect surface before unloading.
 Do not work on suspect surfaces.

Marshall – ILF Cells 3 and 4 Landfill Construction
28

Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
Excavation of Material
Employee Training Employee injured during
course of work or property
damage.
Possible Moderate Moderate  Operators will receive ash pond training
before their signed off to perform their
duties.
 Retraining will occur throughout the
course of the project.
Moving Machinery Struck by, Caught between Possible Major High  Utilize 3 part communication and/or
spotter.
 Use clear hand signals when
communicating with operator.
 Utilize proper horn signals.
 Will not stand within 25’ of moving
equipment.
 When utilizing a spotter, maintain
communication.
Equipment Failure Possible Major High  Pre-Shift inspections will be performed
daily. Along with constant monitoring
while machine is in operation.
 All defective equipment will be tagged out
for repairs.
 All repairs will be performed by a certified
mechanic before equipment is put back
into service.
Accessing Working Surfaces With
Equipment
Tipping, Sinking, and
Cave-ins
Possible Major High  Daily inspections of work area will occur
for changing conditions.
 Work will be stopped immediately if areas
of concerns are identified and necessary
corrections will be made.
 All identified issues will be noted on PJB.
 Operators will be trained to recognize
potential hazards.
Adverse Weather Wet Weather Possible Moderate Moderate  Monitor work area during rain event for
potential hazards.
 Management will stop work if conditions
become hazardous.
Extraction of Equipment Struck by and Caught
between
Possible Moderate High  Pre-job brief will be held before
performing task. Means of communication

Marshall – ILF Cells 3 and 4 Landfill Construction
29

Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
will be discussed at this time.
 Submitted and approved extraction plan
will be required before task.
 Use proper rigging and equipment that is
rated for the task that is being performed.
 The rigging equipment required for this
task will be inspected before use.
 Use manufacturers recommended rigging
points.
 Supervisor will be in charge of all
extraction operations or designated
competent person.
Stockpile Excavation
Excavation Unstable surfaces Possible Major High  Inspect ash surface before loading.
 Inspect surface for cracks and worm
holes. Do not work on suspect
surfaces.
Struck by
other
equipment:
Dozer
Roller Excavator Water
Truck
Possible Major High  Utilize 3 way communication
Spotters will control traffic flow.
Loading haul trucks Overload Possible Moderate Moderate  Operator will place soil into
transport truck sufficiently so that
the truck is no overloaded

Dust Control
Wet Weather Possible Moderate Moderate  Monitor work area during rain event for
potential hazards.
 Management will stop work if conditions
become hazardous.
Water Truck Operation Unstable surface Unlikely Major Moderate Only travel inspected routes.

Marshall – ILF Cells 3 and 4 Landfill Construction
30

Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
All hoses should be secured while truck is
in operation. Do not work on suspect
surfaces.
Drowning Possible Moderate Moderate  Ensure a PFD is worn when working 6’ or
less from water.
 Life ring will be present within 50’ of the
work area. (See SAF-3205-00 and SAF-
3205-00-A.)
Environmental, slips, trips,
and falls.
Possible Moderate Moderate  Pumps will be on containment.
 Spill kits will be available.
 Maintain good housekeeping.
Demolition of the Concrete Structures
Liner Installation Equipment Rollover, Back
strains, hot work during
seam welding, pinch
points/line of fire injury
Unlikely Moderate Moderate  Only qualified operators allowed on rough
terrain fork lift to place liner

 Avoid working on slopes when not
necessary

 Use proper lifting techniques when working
on the ground during liner placement

 Wear gloves at all times when working with
liner

 Avoid contact with machine during seam
welding

 Visual inspect machine prior to seam
welding

 Only trained employees are allowed in area

Marshall – ILF Cells 3 and 4 Landfill Construction
31

Job Steps Potential Hazards/Risks Likelihood Consequences Risk Score Recommended Safety Measures
during liner placement and seam welding
Hauling Operations
Haul route operations Unstable surfaces Possible Moderate Moderate  Work areas should be inspected
before each shift.

 Do not work on suspect surfaces.
Congested areas Possible Moderate Moderate  Drive 5 mph below posted speed
limit.

 Utilize appropriate traffic control
signage as needed.
Stuck vehicles Possible Moderate Moderate  Vehicles in congested areas will
not pass and must stay on haul
roads.
 Prior to any extraction of stuck
vehicles there will be a work
stoppage and a PJB conducted, all
non-essential personal will be
escorted to a safe area.

 Any unstable areas will not be
traveled until condition of haul
road is confirmed fit for travel.
Heavy
Equipment
Traffic
Possible Major High  Ground personnel working with
equipment will stay greater
than 25’ while equipment is
operating.
 Equipment will be stopped if
personnel must be within 25’ of
equipment.

Marshall – ILF Cells 3 and 4 Landfill Construction

Attachment E – Trench and Excavation Permit:

Marshall – ILF Cells 3 and 4 Landfill Construction
Attachment F – Project Schedule

Marshall – ILF Cells 3 and 4 Landfill Construction
34

Marshall – ILF Cells 3 and 4 Landfill Construction
35

Marshall – ILF Cells 3 and 4 Landfill Construction
36

Attachment G – Communication Matrix
Functional Title
CCP Engineering
Mngr
CCP Landfill
Engineer
CCP
Implementation
Director
CCP
Implementation
Project Manager
CCP Quality
Control
CCP Station
Construction
Manager
Plant Manager CCP Site Safety CCP Environmental Station Site EC Duke System
Owner
Charah Region
Manager
Charah Project
Manager
Charah
Construction
Manager
Charah Field
Engineer
Name Smith, Dale Baucom, Kyle Martin, Scott Rollins, Jackson Ashton, Steven Moose, William Roper, Rick Dunavant, Rocky Randazzo, Chris La Sala, Scott Zakary, Daniel Fox, Walter Emory, Chris Moore, David Warlick, Liz
Direct 704-382-4319 980 373-6344 704-382-3516 828-478-7539 980-373-1360 828-478-7600 704-467-9023 828-478-7820 828-478-7622 502-29701327 502-741-7649 502-741-2237 502-396-6976
Mobile [phone] 865-274-1545 573-359-5213 704-604-4879
Type Purpose Method Frequency Sender
Deliverables Workplans, Technical
Memorandums, Reports
Email or SharePoint As dictated by work
package
Contractor PM all all all workplans workplans workplans workplans workplans workplans optional all all workplans workplans workplans
Project Change Request - Technical Document changes that impact
technical implementation Email or SharePoint as required Contractor PM all all all site related site related site related site related site related site related optional all all site related site related site related
Change Request - Deviation from Written
Plan
Documentation, approval, and
recovery for deviations from
approved plans
Email or SharePoint as required Contractor PM all all all site related site related site related site related site related site related optional all all site related site related site related
PM Highlights & Hardspots Summary level highlights and
hardspots
Via Weekly Progress
Update Call
Weekly Contractor PM as directed as directed as directed site related site related site related site related site related site related optional all as directed site related site related site related
Project Status Reviews Review overall project status,
work package, highlights, and hard
spots
Via Weekly Progress
Update Call
Every other week after
work begins
Contractor PM as directed as directed as directed site related site related site related site related site related site related optional all as directed site related site related site related
Project Kickoff Meetings
Finalize project team; define
project goals, objectives,
responsibilities, schedule Meeting at site as required
Meeting
scheduled by
PM; minutes by
PM or
designee
all all all site related site related site related site related site related site related all all all site related site related site related
Construction Status Reports Implementation status; safety,
cost, and schedule performance Email or SharePoint as required Contractor PM optional all all safety related safety related safety related safety related safety related safety related all all all safety related safety related safety related
Pre-Job Briefs, Tailgates, & Daily Check
Sheets
Implementation of Daily Safety
Check & Documentation Email or SharePoint Prior to Each Shift, end
of work day, and as
needed
SSO optional optional optional all all all all all all all all optional all all all
Daily Construction Activity Report Summary of construction activities Email or SharePoint N/A Contractor PM optional optional optional all all all all all all all all optional all all all
Schedule Review Meetings Review and update schedule Meeting or telecon as required Contractor PM optional optional optional optional optional optional optional optional optional all all optional optional optional optional
Information Sharing Document highlights of
discussions & decisions and
actions
Email or SharePoint as needed All
stakeholders all all all all all all all all all all all all all all all
Memorandums of Change (MOC)Document changes in a specific
plan or protocol
Email or SharePoint as needed Contractor PM optional optional optional optional optional optional optional optional optional optional all optional optional optional optional
Lessons Learned Lessons learned Meeting, email Ongoing All
stakeholders
all all all all all all all all all all all all all all all
Safety Reports Safety Statistics Email or SharePoint Weekly, Monthly,
quarterly
Contractor PM optional optional optional all all all all all all all all optional all all all
EHS Plan, Observation Plan, Weather Plan Onsite Safety documents Email or SharePoint Initial and revise as
necessary
Contractor
EHS Manager
all all all all all all all all all all all all all all all
Communication Plan Project Communications Email or SharePoint Initial and revise as
necessary
Contractor PM all all all all all all all all all all all all all all all
Execution Plan Document describes
implementation of field work
Email or SharePoint Initial and revise as
necessary
Contractor PM all all all all all all all all all all all all all all all
Resource Plan Document that provides
information on all resources
allocated to the project
Email or SharePoint Initial and revise as
necessary
Contractor PM all all all all all all all all all all all all all all all
Email Dale.Smith@duke-
energy.com
Kyle.Baucom@duk
e-energy.com
rick.roper@duke-
energy.com
Scott.Martin@duk
e-energy.com
jackson.rollins@du
ke-energy.com
william.moose2@du
ke-energy.com
Steven.Ashton@d
uke-energy.com
Christopher.Randaz
zo@duke-
energy.com
Daniel.Zakary@duk
e-energy.com
nwarlick@char
ah.com
marion.dunavant@
duke-energy.com
Joseph.LaSala@d
uke-energy.com
wfox@chara
h.com
cemory@char
ah.com
dmoore@char
ah.com

Marshall – ILF Cells 3 and 4 Landfill Construction

Attachment H – Equipment Operations Improvement Actions

Equipment Operations Improvement Actions

1. Develop and put in place a site traffic plan
a. Utilize the attached guide
b. Post in Site Project Office and Contractor work areas

2. Establish method for new operator training
a. Attributes described in attached guide

3. Establish Communication expectations for equipment operations
a. Attributes described in attached guide

4. Conduct PJBs and JHAs associated with equipment operations specific to
work areas and require attendance by Duke Project personnel
a. Ensure PJB includes discussion on potential equipment rollover
concerns
b. Include in weekly observation roll-up discussion.

Marshall – ILF Cells 3 and 4 Landfill Construction
38

Equipment Operations Guidelines
Traffic Plan Attributes:
 Site traffic routes clearly defined with appropriate signage
 High traffic and high hazard areas clearly identified
 Evaluate the need for spotters for these high traffic, high hazard areas
 Route maps available in work areas
 High visibility barriers used for exclusion zones and high hazard areas
 Backing of trucks is eliminated whenever possible, if backing is necessary than
approval by Site Director is required along with the use of spotters for the backing
operation
 Spacing between operating equipment identified
 Roads shall be maintained to support safe vehicle operation. Frequency of
inspection/maintenance shall be identified in the plan.

Operator Training Program Attributes:
 New operators ride along with Operator trainers or shadow experienced operators
 Use mock-up/trial runs for new routes and new operators
 Equipment inspection expectations are also covered in operator training.

Communication Expectations:
 Each piece of equipment has a radio for communications
 Dedicated channels are used only for equipment operators and spotters
 Use of repeat backs is the standard for equipment operators and spotters
 Traffic communication protocols are established such as enter and exit
authorizations, right of way designations, responsible person for command and
control identified.

Marshall – ILF Cells 3 and 4 Landfill Construction
39

Attachment I – Trenching and Excavation Checklist
Trench and Excavation Underground Utility Surveying Checklist
Date:_______________________
Station:_____________________
Contractor / Department performing Trenching and Excavation:_________-
____________________________________
Company performing the Underground
Investigation:______________________________________________________
Job
Description:___________________________________________________________________________
__________
_____________________________________________________________________________________
_____________
When requesting an investigation for underground service and piping the use of two different
technologies are required. Contractor shall ensure conditions are proper for the use of those
technologies.
Prior to survey work commencing Surveyors shall provide training documentation/certifications on
the surveying equipment to be used to ensure they are technically qualified to perform all task
associated with survey scope.
The following questions should be asked:
Yes No
☐ ☐
Have drawings been reviewed for underground services and piping in the designated area for Trenching
and Excavation? And has site operations been questioned to determine if additional utilities exist that
are not on current drawings?

☐ ☐
Has a walk down of the designated area for Trenching and Excavation been performed to identify visual
evidence of underground services or piping?

Have Electro-Magnetic (EM) Technologies been utilized to;
☐ ☐
EM technology should be used to trace the route of metal pipe or power cables first. A signal generator
should be used to trace the route of known conductive utilities.

Marshall – ILF Cells 3 and 4 Landfill Construction
40

☐ ☐
EM technology should also be used following two person parallel scanning patterns of 30 to 40 feet
apart across the investigative area (smaller distance if area is smaller). See Figure 1. Four series of
parallel scanning patterns should be performed (original direction, perpendicular to the original, 45
degrees from original and perpendicular to the 45 degree pattern). The two man scan should consist of
one person using the signal transmitter/generator, and the second person using the receiver/detector.
The end of each straight route of the scan shall be marked by some method (paint dot, flag, etc.) that
can be verified by Duke Energy or designee.

Have Ground Penetrating Radar (GPR) Technology been utilized to;
☐ ☐
Within 40 ft. of a building or structure that is served by underground utilities (water, sewage, electricity
or data cable) Surveyor should perform a parallel scanning pattern using GPR technology no more than 4
feet apart. See Figure 2. The end of each straight route shall be marked by some method (paint dot,
flag, etc.) that can be verified by Duke Energy or designee. Surveyor shall perform a parallel scanning
pattern using GPR technology, no more than 4 feet apart, in a direction 90 degrees from the first
pattern. The end of each straight route shall be marked by some method (paint dot, flag, etc.) that can
be verified by Duke Energy or designee.

☐ ☐
Beyond 40 ft. of a building or structure. Surveyor shall perform a parallel scanning pattern using GPR
technology no more than 10 feet apart. The end of each straight route shall be marked by some
method (paint dot, flag, etc.) that can be verified by Duke Energy or designee. Surveyor shall perform a
parallel scanning pattern using GPR technology no more than 10 feet apart, in a direction 90 degrees
from the first set pattern. The end of each straight route shall be marked by some method (paint dot,
flag, etc.) that can be verified by Duke Energy or designee
☐ ☐
Have all reasonable means been exhausted to determine if an underground service or piping could be
present in the designated area for Trenching and Excavation?
If any of the previous questions are answered as no:
 Contact Station or Project Management (as applicable)
 Consider performing a soft dig around the perimeter of and through the designated area for
excavation and trenching to provide further inspection of underground services and piping.

Completed by:________________________________________________ Date:____________________

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Figure 1: Electro-Magnetic Scanning Pattern

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Fig 2: Ground Penetrating Radar Scanning Pattern

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Attachment J – Equipment Extraction Plan
1.0 Purpose
To provide guidance in the extraction of immobilized equipment.
Each Charah impoundment excavation project will be equipped with the following list of extraction
equipment, well maintained, inspected on a regular basis, and dedicated to equipment extraction or
OPS 2500-02 equipment towing and pulling only.
(4) 6x37 Class IWRC 1 ½” x 20’ wire rope cable
(4) 6x37 Class IWRC 1 ½” x 8’ wire rope cable
(6) 35 Ton load rated screw pin anchor shackles
(6) 25 Ton load rated screw pin anchor shackles
(6) Recovery damper blankets
(10) 4’x16’ (8”x8”) timber mats
(2) 8’x8’ Steel road plates
(10) Sheets 4’x8’ CDX plywood
(6) Pair safety body harnesses and retractable lanyards
The following operating requirements and guidelines highlight abnormal conditions requiring extraction
of immobilized equipment. The first step in preventing heavy equipment from becoming immobilized
within an impoundment, is by utilizing well trained Equipment Operators that understand the
complexities of working on ash surfaces, including active or inactive. All Operators are required to
complete the Charah Ash Basin Excavation Strategies and Safety Program.
2.0 Responsibilities
Site Managers and Operators are responsible to maintain equipment and tools required to perform an
extraction. Safety Specialists will verify this procedure is being followed to insure the safest possible
outcome.
3.0 Definitions
Immobilized equipment – equipment that is no longer capable of moving under its own power,
due to mechanical failure or lodged in ash surface.
4.0 Recommended Equipment
4.1 Equipment Sizing
Maximum operating weight of excavation equipment is conducive to specific impoundment
conditions, with heavier weights acceptable as conditions permit. Best practices have proven
machine operating weight under 100,000 lbs. is best suited for usual impoundment conditions.
5.0 Equipment Extractions
5.1 Response
Charah responds to severe heavy equipment extraction with a specialized team of experienced
internal personnel, including incident managers, qualified riggers, heavy equipment operators,
and safety professionals.
5.2 Immobilized Equipment

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Due to the operating conditions at many sites, from time to time equipment may become stuck
and/or mechanical failure causing it to be unable to be driven out under its own power.
Excessive spinning of tracks or wheels can cause conditions to worsen or cause extensive
damage to driveline components. When equipment becomes immobilized the operator shall
stop and notify their supervisor for instruction.
Charah standard operating procedure is to use appropriately sized cables, slings, and approved
rigging. Appropriately sized machine(s) should be used to pull the equipment out of the stuck
position. Place approved chocks or blocks on the recovery machine(s), as needed, to prevent it
from moving forward/backward while attaching approved tow cables or approved rigging. Care
should be taken to ensure the recovery machine(s) does not become stuck also. Only tow
cables, slings, and approved rigging that are long enough to keep the recovery machine(s) on
solid ground should be used. Cables, slings, and approved rigging should also be inspected and
determined to be in good repair and of adequate load rating.
5.3 Towing
Towing shall only be accomplished using the normally installed tow eyes and hooks on
equipment. Under no circumstances will attachment be to bumpers, axles, or other non-
approved locations. A trained operator shall be in each machine, and if conditions safely allow,
one person off to the side to view and direct the operators actions. All personnel on the
ground shall be a minimum distance equal to twice the length of the cable, approved rigging, or
sling from the machines to prevent injury from a broken tow cable or sling.
After retrieval of the lodged machine, it shall be thoroughly inspected for damage before being
returned to service.
Each site will locate and have available a qualified heavy wrecker/recovery service for on call as
needed. As each project site is diverse and geographically separated it will be the responsibility
of site management to determine the adequate service for their respective site.

6.0 Related Policies & Forms
OPS-2500-00 Equipment Operations
SAF-3300-00 Task Specific Compliance General
SAF-5005-00 Management Compliance: Training

Functional/Department Mgr Date VP of Operations Date

President Date

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Attachment K – Equipment Towing Plan
1.0 Purpose
To provide guidance in the towing and pulling of negligibly stranded or grounded heavy equipment.
Each Charah project will be equipped with the following list of pulling and towing equipment, well
maintained, inspected on a monthly basis, and dedicated to heavy equipment towing or for use with
OPS 2500-01 equipment extraction only.
(4) 6x37 Class IWRC 1 ½” x 20’ wire rope cable
(4) 6x37 Class IWRC 1 ½” x 8’ wire rope cable
(2) 45-ton load rated Class I Single Path Poly Straps with safety sleeves
(6) 35ton load rated screw pin anchor shackles
(6) 25-ton load rated screw pin anchor shackles
(6) Recovery damper blankets
The following operating requirements and guidelines highlight conditions requiring towing or pulling of
stranded or grounded equipment. The first step in preventing heavy equipment from becoming
stranded or grounded within an impoundment is by utilizing well trained Equipment Operators that
understand the complexities of working on ash surfaces, whether active or inactive. All Equipment
Operators are required to complete the Charah Ash Basin Excavation Strategies and Safety Program.
2.0 Responsibilities
Site Managers and Equipment Operators are responsible to maintain equipment and tools required to
perform a tow or pull. Safety Specialists will verify this procedure is being followed to ensure the safest
possible outcome.
3.0 Definitions
Stranded, grounded or stuck heavy equipment: Heavy equipment that is no longer capable of
traversing under its own power due to mechanical failure or as a result of becoming lodged,
grounded, or stuck, in an unstable surface.
4.0 Recommended Equipment
When available, on site heavy equipment will be utilized to tow or pull lodged, grounded or
stuck equipment. Equipment will be of appropriate machine horsepower and weight to safely
tow or pull lodged, grounded, or stuck equipment, back on to a stable operating surface.
5.0 Equipment Towing or Pulling
5.1 Response
Should heavy equipment become stranded or grounded on the project site, immediate and safe
response is important. Project Management, Safety Management and Project Owners
Representative if required, should be notified immediately. Stabilizing equipment safely, to
prevent deteriorating conditions is priority. Once stabilized, a towing or pulling plan will be
developed, along with all appropriate JHA’s and Safe Starts.

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Charah responds to severe heavy equipment extraction with a specialized team of experienced
internal personnel, including incident managers, qualified riggers, heavy equipment operators,
and safety professionals. Site Project and Safety Management will determine the severity of
the lodged, grounded, or stuck equipment, and if it is determined that extraction is or may be
required, management will reference Charah OPS 2500-01 Equipment Extractions Procedures.
5.2 Lodged, Grounded, or Stuck Equipment
Due to the operating conditions at many sites, from time to time equipment may become stuck
and/or mechanical failure may occur causing the piece of equipment to be unable or able to be
driven out under its own power. Excessive spinning of tracks or wheels can cause surface
conditions to worsen or cause extensive damage to driveline components. When equipment
becomes immobilized, the operator shall stop and notify their supervisor for instruction.
Charah standard operating procedure is to use appropriately sized cables, slings, and approved
rigging. Appropriately sized machine(s) should be used to pull the equipment out of the lodged,
grounded, or stuck position. Place approved chocks or blocks on the recovery machine(s), as
needed, to prevent it from moving forward/backward while attaching approved tow cables or
approved rigging. Care should be taken to ensure the recovery machine(s) does not also
become lodged, grounded or stuck. Only tow cables, slings, and approved rigging that are long
enough to keep the recovery machine(s) on solid ground should be used. Cables, slings, and
approved rigging should also be inspected and determined to be in good repair and of adequate
load rating.
5.3 Towing
Towing shall only be accomplished using the normally installed tow eyes and hooks on
equipment. Under no circumstances will attachment be to bumpers, axles, or other non-
approved locations. A trained operator shall be in each machine, and if conditions safely allow,
one person off to the side to view and direct the operators’ actions. All personnel on the
ground shall be a minimum distance equal to twice the length of the cable, approved rigging, or
sling from the machines to prevent injury from a broken tow cable or sling.
After retrieval of the lodged, grounded or stuck machine, it shall be thoroughly inspected for
damage before being returned to service.
Each Charah Project Site will locate and have available a qualified heavy wrecker/recovery
service for on call as needed. As each project site is diverse and geographically separated, it will
be the responsibility of local site management to determine the adequate service for their
respective site.
6.0 Related Policies & Forms
OPS-2500-00 Equipment Operations
OPS-2500-01 Equipment Extractions
SAF-3300-00 Task Specific Compliance General

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SAF-5005-00 Management Compliance: Training

Director of Safety Date Chief Operating Officer Date