Method Statement Installation of Fencing - regdesign.com

N60 Balla to Claremorris

Road Realignment at

Heathlawn Scheme

Method Statement: Installation of Fencing

Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 1

Method Statement Installation of Fencing

Version Issue.

Issue Date Version Details Revised by

0 12/5/14 First Issue

Acceptance / Approvals.

Name Signature Date

Prepared by: M Blackweir 12/05/2014

Reviewed by: A McGinley

12/05/2014

Accepted by:

D Meade 12/05/2014


Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 2

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) Name Contact Number Contracts Manager: TBC Site Agent: TBC Foreman: TBC Site Engineer: TBC Suitably Qualified Ecologist: TBC 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


Road Realignment at

Heathlawn Scheme


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Date

12/5/14

Ident No.

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Date : 12/5/2014 Page 3

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

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.

http://www.archersafetysigns.co.uk/prod-detail.asp?id=2&a=100&b=199&prodid=3553





















Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 4

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.


Road Realignment at

Heathlawn Scheme


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Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 5

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:

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.


Road Realignment at

Heathlawn Scheme


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Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 6

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 pre-construction 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. 1,150-1250 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.


Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 7

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.


Road Realignment at

Heathlawn Scheme


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Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 8

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.


Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 9

Appendix A

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Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 10

APPENDIX B

Risk Assessments Hazard/Risk Assessment Proforma

Project: N60 Balla to Claremorris Road Realignment at Heathlawn Scheme

Risk Assessment No: N60/RA04 Rev 0 Review Dates:

May 2014

Operation/Task:

Fencing Method Statement Title:

Fencing

Location/Area: All areas Method Statement No: MS-N60 02 Rev 0

CATEGORY OF PERSONS AT RISK AND MEANS OF BRIEFING

CATEGORY OF PERSONS Means of Briefing

RAMS SCS Other

Occupations involved in Activity (Specify):

Plant operators, general operatives , Y

Others Persons at Work (Specify): N/A

Public or Other Parties (Specify): NA

Description of the task/operation

1. All aspects of excavations . 2. Lifting operations


Road Realignment at

Heathlawn Scheme


Issue

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Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 11

KEY: S = Severity Rating L = Likelihood of Occurrence

Severi

ty

RR = Risk Rating 9 Unacceptable risk, plan out or add further controls

1. Negligible 1. Improbable

3 3 6 9 4-6

Acceptable only if no other method viable and with high level controls in place

2. Minor 2. Reasonably likely

2 1 4 6 2-3 Acceptable if suitable controls

3. Notifiable/Major/Fatal 3. Certain or near certain 1 1 2 3 1 Acceptable, no further action required

1 2 3

Likelihood

Risk Assessment Prepared by (Name):

Signature: Date:

Risk Assessment Reviewed by (Name):

Signature: Date:


Road Realignment at

Heathlawn Scheme


Issue

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Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 12

Item

Activity Hazards/Risks

Identified

Pre-Control Risk Rating Control Measures

Residual Risk Rating

Responsibility

Monitoring Responsibility

S L RR S L RR 01 Existing

Services Work near significant existing services ie

- ESB services

- Watermains

- Telecommunications

2 2 4 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

-

1 2 2 Full site Team BBI


Road Realignment at

Heathlawn Scheme


Issue

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Date

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Ident No.

MS-N60-02

Date : 12/5/2014 Page 13

Item


Identified



Responsibility


S L RR S L RR 02

Heavy Plant and Equipment

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.

3

2

6

- Detailed Method Statements and Risk

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

3

1

3

Full site Team

Contr


Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 14

Item


Identified



Responsibility


S L RR S L RR 03

Biological Substances

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.

3 2 4 - 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

3 1 2 Full site Team Contr


Road Realignment at

Heathlawn Scheme


Issue

0

Date

12/5/14

Ident No.

MS-N60-02

Date : 12/5/2014 Page 15

Item


Identified



Responsibility


S L RR S L RR 04 Manual

Handling

Fractures, Strains, Sprains Cuts, Lacerations, Abrasions Injury through aggravation of previous/existing medical condition

3 2 6 -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.

3 1 2 Full Site Team Contr

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