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Method statement installation of fencing

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N60 Balla to Claremorris
Road Realignment at
Method Statement:
Installation of Fencing
Heathlawn Scheme
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Method Statement
Installation of Fencing
Version Issue.
Issue
0
Date
12/5/14
Version Details
First Issue
Revised by
Acceptance / Approvals.
Prepared by:
Name
M Blackweir
Reviewed by:
A McGinley
12/05/2014
Accepted by:
D Meade
12/05/2014
Date : 12/5/2014
Signature
Date
12/05/2014
Page 1
N60 Balla to Claremorris
Road Realignment at
Issue
Date
0
12/5/14
Method Statement:
Installation of Fencing
Heathlawn Scheme
Ident No.
MS-N60-02
Title:
Installation of Fencing
Location:
N60 Balla to Claremorris Road Realignment at Heathlawn Scheme
Task at Hand
This method statement outlines the procedure and methodology for the work involved in the
erection and installation of boundary fencing within the scope of the contract.
Timing of Task
To be advised subject to Contractor appointment.
Supervision of Task (Typical)
Contracts Manager:
Site Agent:
Foreman:
Site Engineer:
Suitably Qualified Ecologist:
Name
TBC
TBC
TBC
TBC
TBC
Contact Number
Employees Involved (Typical)
Fencing Manager
Site Engineer
Fencing Foreman
General Operatives
Tractor Operator
Excavator Operator
Plant & Equipment to be used (Typical)
Tracked excavator
Tractor and trailer
Post driver
Chainsaw
Small tools (hammers, nail guns, wire cutters etc.)
Specific Training
All site personnel shall have FAS „Safe Pass‟ certification.
All Excavator, Dumper drivers shall have CSCS certification.
CSCS certified representative in underground service location
Date : 12/5/2014
Page 2
N60 Balla to Claremorris
Road Realignment at
Method Statement:
Installation of Fencing
Heathlawn Scheme
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Personal Protective Equipment
Safety Gloves
Hearing
Protection
Eye
Protection
Respiratory
Protection
Coveralls
Other
Hi Vis- Vest
Hard Hats
Boots
Yes
Where
required
Yes
NO
No
Yes
Methodology
Installation of Fencing
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All personnel entering the site shall have received site safety induction and have attended
a job toolbox talk.
The Fencing Site Engineer will issue a Permit to Dig and advise those carrying out the
works of general health and safety issues and the risks associated with services in the
area of excavation.
Construction Sequence
Fence lines will be set out by a Setting Out Engineer or Surveyor. Pegs (marked PFL) will
be placed at all changes in direction of the fence line and at appropriate centres for arcs in
the fence line. The locations of gates will also be set out.
Prior to entering lands the Section Foreman will liaise with relevant landowners in relation
to the system implemented to protect the livestock. A Permit to Dig (PTD) will to be issued
to the foreman of the fencing crew by the Section Engineer prior to fencing works
commencing.
Timber post and rail fence shall be erected by a tractor/excavator mounted hydraulic post
driver where ground conditions allow. All machines shall work from within the CPO line
only. This post driver shall have a special cap fitted to suit and protect the top of the post.
Temporary posts shall be set up with a line wire at bottom rail level to achieve horizontal
and vertical alignment.
The locations of the posts shall be determined by laying out rails on the ground along the
proposed fence line. Posts shall be driven or fixed at the ends of the rails.
Date : 12/5/2014
Page 3
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
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To allow for curves in both the horizontal and vertical alignment the rails shall be
overlapped by approximately 50mm every fourth rail. This will avoid a situation where rails
will not meet in the centre of the posts.
After erection of permanent posts the rails will be fixed. Where rails have to be cut they
shall be treated with two coats of preservative. Timber rails shall be fixed to posts by
nailing/nail gun. Where end splitting of the rails occurs the affected rail sections shall be
replaced and pre-drilling of rails shall be used.
If after using the hydraulic post driver the post refuses to enter the ground to the required
depth then the method of erection is to excavate and backfill the posthole. The posts used
for the hydraulic post driver would also be used for the „excavate and backfill‟ method.
Posts falling in rock shall have holes excavated to a depth of at least 700mm and the post
hole backfilled with concrete after the post has been positioned.
Chainlink mesh will be fixed to the rails during fencing operation or by a separate crew
following behind.
For Mammal Proof fencing a 300mm wide by 200mm deep trench will be excavated along
the line of the fence line on the opposite side of the fence posts LMA area. This will
happen after the posts and rails are installed. The fence mesh will be placed so that it
returns horizontally across the bottom of the 300mm trench and up the fence. The trench
will be backfilled over the mesh and the mesh will be fastened up the height of each
adjacent post.
Gates will be provided to comply with the details specified in the contract drawings. These
shall be adequately supported at the closing end until the concrete placed around the
posts has set.
Access to site shall be via approved access points.(Refer to figure 2 in Appendix A)
All works will be executed within the permanent fencing boundary.
Date : 12/5/2014
Page 4
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Potential Ecological / Environmental Impacts, including impacts on Balla Turlough cSAC
and/ or other European sites
NIS / EAR: Relevant Extracts:
Potential Impacts (in the absence of below Mitigation):
 Potential Surface & groundwater contamination during construction.
 Potential Increase in run-off volumes to Turlough during construction.
 Pollution from Surface Water run-off during Construction.
 Direct Loss of Habitats/Flora species during Construction.
Mitigation:
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Construction works carried out in the vicinity of the Turloughs will be monitored by a
suitably qualified ecologist.
To reduce potential increases in flows into the drainage system and downstream
Turloughs during construction, the period of exposure of bare areas and uncontrolled
runoff from new hardstanding areas will be limited. Early covering/seeding/planting of
exposed surfaces will be undertaken.
Material stockpiles will be kept to a minimum size, covered and located at least 10m from
the drainage system and 100m from Turloughs.
To prevent contaminated or silt-laden runoff from entering the Turloughs, a range of
temporary measures will be implemented, including silt fences, cut-off ditches, silt traps,
straw bales, entrapment matting and drainage to vegetated areas.
Runoff will be controlled and, if required, directed to settlement ponds or sumps. Any
temporary attenuation and treatment facilities will be designed and implemented in
accordance with CIRIA C697 (2007). All temporary treatment systems will be regularly
inspected and maintained;
The extent of construction activities will be controlled to limit vegetation removal and the
exposure and/or compaction of soils. Land surrounding the immediate construction area
will be fenced off, or otherwise demarcated, to prevent inadvertent intrusion from
construction plant.
Construction works will be avoided during prolonged periods of very heavy rainfall
adjacent to the Balla Turlough cSAC and Un-named Turlough.
No construction plant or construction vehicles to enter the Balla Turlough cSAC boundary
other than where this boundary has already been generally encroached by the existing
road.
Refueling of machinery shall be carried out off-site, or when on-site not within 100m of
Turlough habitat.
All fuels, oils, greases, hydraulic fluids and chemical storage areas will be stored in
bunded compounds/areas on impermeable bases at least 10m from the proposed
drainage system and 100m from the cSAC and Un-named Turlough.
No machinery to enter Turlough habitats, no temporary access or haul routes are located
in Turlough habitats and no temporary storage areas, plant or other obstacles are located
within Turlough habitats.
Date : 12/5/2014
Page 5
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
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Monitoring of turbidity (suspended solids) levels in Balla Turlough SAC and the Un-named
Turlough will be undertaken on a monthly basis for a minimum of 6 months prior to
construction and will include monitoring during the winter season when Turlough water
levels are most likely to be present. Monitoring will also be undertaken on a weekly basis
during construction for turbidity (suspended solids). In the event of suspended solids
concentrations that are higher than the 95th %ile of those monitored during the preconstruction monitoring period, a review of the Sediment and Erosion Control measures
and plan will be implemented and additional sediment control measures put in place as
required. Daily visual inspections of Balla Turlough SAC and the Un-named Turlough will
also be undertaken during the construction phase to confirm the absence of sediment from
construction works.
The N60 Balla to Claremorris Erosion and Sediment Control Plan shall be implemented to
prevent sediment or pollutants from reaching the Balla or Un-named Turloughs.
The field containing Black Bog Rush on the northern side of the carriageway at Ch. 1,1501250 is shown in 32103901/EAR/Figure 5.1 (Contained in Appendix A). The setting out of
CPO fencing and construction of the soakaway near Ch. 1,150 will be supervised by an
ecologist to identify the Black Bog Rush and to reduce impacts from machinery
movements. A portion of the field containing Black Bog Rush will be fenced off and signs
will be erected to notify staff that no materials will be stored within the exclusion zone.
All mitigation contained within the N60 Environmental Assessment Report and NATURA
Impact Statement shall be implemented in full.
Date : 12/5/2014
Page 6
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Specific Idendified Residual Risks for Civil Works
The following is a list of identified particular risks associated with above works
Underground Services
Plant and Equipment
Biological Substances
Manual Handling
Appendix B (attached) gives detailed risk assessments for risks identified above.
Date : 12/5/2014
Page 7
N60 Balla to Claremorris
Road Realignment at
Method Statement:
Installation of Fencing
Heathlawn Scheme
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Relaying of Information; to each operative:
“I wish to confirm that the information in this method statement has been communicated
to me and I have understood it. I shall bring to the attention of the supervisor any
issues, which may affect Safety whilst carrying out the task”.
Information provided by Supervisor;
NAME (BLOCK)
Signature
DATE
In the event of the need for a deviation from the Method Statement, no further work will
be done until agreement has been reached and recorded in writing between the client &
the contractor on the method of work to be followed in the new circumstances.
Date : 12/5/2014
Page 8
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Appendix A
Date : 12/5/2014
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N60 Balla to Claremorris
Issue
Date
Road Realignment at
0
12/5/14
Heathlawn Scheme
Method Statement:
Installation of Fencing
Ident No.
MS-N60-02
APPENDIX B
Risk Assessments
Hazard/Risk Assessment Proforma
Project:
Operation/Task
:
Location/Area:
N60 Balla to Claremorris Road
Realignment at Heathlawn
Scheme
Fencing
All areas
Risk Assessment No:
N60/RA04 Rev 0
Method
Statement
Title:
Method Statement No:
Fencing
Review
Dates:
May 2014
MS-N60 02 Rev 0
CATEGORY OF PERSONS AT RISK AND MEANS OF BRIEFING
CATEGORY OF PERSONS
Occupations involved in Activity
(Specify):
Others Persons at Work (Specify):
Public or Other Parties (Specify):
Plant operators, general operatives ,
Means of Briefing
RAMS SCS
Other
Y
N/A
NA
Description of the task/operation
1.
2.
All aspects of excavations .
Lifting operations
Date : 12/5/2014
Page 10
N60 Balla to Claremorris
Issue
Date
Road Realignment at
0
12/5/14
Method Statement:
Installation of Fencing
Heathlawn Scheme
Ident No.
MS-N60-02
KEY:
S = Severity Rating
L = Likelihood of Occurrence
1. Negligible
1. Improbable
2. Minor
2. Reasonably likely
3. Notifiable/Major/Fatal
3. Certain or near certain
Severity
RR = Risk Rating
3
3
6
9
2
1
4
6
1
1
2
3
2
3
1
9
46
23
1
Unacceptable risk, plan out or add further controls
Acceptable only if no other method viable and with high level controls in
place
Acceptable if suitable controls
Acceptable, no further action required
Likelihood
Risk Assessment
(Name):
Prepared
by
Signature:
Date:
Risk Assessment
(Name):
Reviewed
by
Signature:
Date:
Date : 12/5/2014
Page 11
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Ite
m
01
Activity
Existing
Services
Hazards/Risks
Identified
Work
near
significant
existing services ie
- ESB services
- Watermains
- Telecommunications
Date : 12/5/2014
Pre-Control Risk
Rating
S
L
RR
2
2
4
Control Measures
Detailed Method Statements and Risk
Assessments to be carried out for all
activities which have potential to impact on
existing services
- Request temporary outages on services
- Worker Briefings to be carried out
- Adhere to Codes of Practice for avoiding
dangers from under ground services
- Trial holing in advance
- Permit to Dig system to be implemented
- Use of Catscan equipment
- Use of trained plant operators
- Use of Banksman
- Request temporary outages on affected
utilities
-
Residual Risk
Rating
S
L
RR
Responsibilit
y
1
2
2
Full site Team
Monitoring
Responsibility
BBI
Page 12
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Ite
m
02
Activity
Heavy Plant
and
Equipment
Hazards/Risks
Identified
Working adjacent to Heavy
Plant and
machinery
including
excavation plant
and lifting appliances
Hazards
Noise.
Operated by untrained
individual
Incorrect use.
Speeding.
Poor maintenance.
Unsupervised reversing.
Overloading
Risks
Struck by site transport
Falls from vehicles.
Splashed by fuel during
refuelling.
Tipping or overturning of
vehicles.
Contact with moving parts
of machinery.
Struck by mater dropped
while in lift.
Date : 12/5/2014
Pre-Control Risk
Rating
S
L
RR
3
2
6

Control Measures
- Detailed Method Statements and Risk
Residual Risk
Rating
S
L
RR
Responsibilit
y
3
1
3
Full site Team
Monitoring
Responsibility
Contr
Assessments to be carried out for all
activities to address the movement use of
heavy equipment.
- Worker Briefings to be carried out
- Plant to be operated by Competent
Personnel
- Plant to be in good order and inspected prior
to commencement of any works on site
- Auxiliary devices and visual aids on plant as
highlighted in Schedule 6 of 2006
Construction Regulations.
- Carry out plant checks and record on plant
checklists
- Vehicle Banksmen to be utilised where
required
- Segregate traffic from public and workforce
where possible
- Implement work exclusion zones where
appropriate
- Implement Traffic Management Plans
- Ensure all personnel were appropriate PPE
and high visibility clothing
Page 13
N60 Balla to Claremorris
Road Realignment at
Heathlawn Scheme
Method Statement:
Installation of Fencing
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Ite
m
03
Activity
Biological
Substances
Hazards/Risks
Identified
Works which put person
at work at risk
from
Biological
substances
- Leptospirosis /Weils
Disease
- Contact with
contaminated ground or
objects or materials
- Working on existing
streams and
drains, particularly foul
drains.
Date : 12/5/2014
Pre-Control Risk
Rating
S
L
RR
3
2
4
Control Measures
- Detailed Method Statements and Risk
Assessments to be carried out for all
activities where biological substances are
envisaged including contaminated ground
and dealing with asbestos gaskets
- Areas of potential contaminated ground to
be tested and areas segregated
- COSHH Assessments to be carried out and
briefed to workers
- MSDS Sheets to be available for
construction chemicals in use
- Ensure adequate assessment of PPE
requirements for surfacing operations
- All operatives engaged in sewer tie in works
to wear appropriate PPE which will include
gloves and disposable overalls.
- All operatives to be briefed and trained
- Adequate washing facilities to provided
- Ensure adequate ventilation is provided
provide to avoid Asphyxiation
- Adequate awareness of and protection
against Weils disease
Residual Risk
Rating
S
L
RR
Responsibilit
y
3
1
2
Full site Team
Monitoring
Responsibility
Contr
Page 14
N60 Balla to Claremorris
Road Realignment at
Method Statement:
Installation of Fencing
Heathlawn Scheme
Issue
Date
0
12/5/14
Ident No.
MS-N60-02
Ite
m
04
Activity
Manual
Handling
Hazards/Risks
Identified
Fractures, Strains, Sprains
Cuts,
Abrasions
Lacerations,
Injury through aggravation
of previous/existing medical
condition
Date : 12/5/2014
Pre-Control Risk
Rating
S
L
RR
3
2
6
Control Measures
-Use of mechanical assistance wherever possible,
e.g. forklift, plant, lifting appliance etc.
- Reduce loads by making them smaller or lighter.
- Ensure the working environment is suitable i.e. -- - Access ways are unimpeded and properly
lighted. - Working platforms should be non-slip
and kept clean
Ensure that the individual is lifting correctly,
maintains good posture, and lifts with knees bent
and back kept straight.
All loads should be assessed individually for
size and weight, but generally loads greater
than 25kg should be handled by more than
one person or mechanical means employed.
Operatives must wear appropriate gloves and
other clothing to reduce the risk of injury.
Ensure that all previously experienced back
complaints are brought to the attention of
management, in order that allowances may
be made in ascertaining the safest method of
manual handling.
Residual Risk
Rating
S
L
RR
Responsibilit
y
3
1
2
Full Site Team
Monitoring
Responsibility
Contr
Page 15
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