method statement of sheet piling works

7/24/2019 Method Statement of Sheet Piling Works

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Northern Gateway

METHOD STATEMENT

For

The Installation of Steel Sheet Piled Retaining Wall at CH1350-1500

on behalf of

Welsh Government

at

Northern Gateway

Document Reference: C11588/11.3/ MS002

Rev C0Date Prepared by Signature Approval Signature Date

23/01/2015 S.Yates R. Howarth 23/01/2015

Approved By:

For:

Revision Status and Distribut ion(For revisions refer to the addendum schedule attached)

Distribution: Volker Stevin/ Foreman / File 11.3

C11588 Northern Gateway CH1350-1500 - MS 02 Rev C00 Page 1 of 33


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I have read and understood the following method statement:

Print Name Date Signature

Addendum Schedule

AddendumNumber Alterations Date

The site Foreman/Supervisor may carry out hand written addendums to this MethodStatement only after discussions regarding the changes with the Author or Manager, andthat they agree with the proposed changes. Any such alterations wil l be referenced as the

latest issue number followed by a, b, c The Method Statement wi ll then be briefed to all personnel concerned and recorded on a

task briefing sheet.



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Contents

1.0 Introduction ...........................................................................................................................32.0

Purpose ................................................................................................................................4

3.0 Programme ...........................................................................................................................44.0

Responsibilities .....................................................................................................................4

5.0

Reference Documents ..........................................................................................................4

6.0 Working Hours ......................................................................................................................57.0

Pre-requisites to starting on site ............................................................................................ 5

8.0 Mobilisation ...........................................................................................................................5a) Deliveries .............................................................................................................................. 5b) Equipment ............................................................................................................................ 5c) Labour and Small Tools ........................................................................................................ 6

9.0

Methodology. ........................................................................................................................6

a) Pitching and Driving Using Movax......................................................................................................6b) Water Jetting (If required) .......................................................................................................6c) Controls & Monitoring ........................................................................................................... 7

10.0

Labour ..................................................................................................................................7

11.0

Safety and COSHH ...............................................................................................................7

12.0 Housekeeping ....................................................................................................................... 813.0 Environmental Information ....................................................................................................8

d) Waste and Pollution .............................................................................................................. 8e) Noise & Vibration .................................................................................................................. 8f) Fuel & Oils ............................................................................................................................ 8g) Water courses ...................................................................................................................... 8

14.0 Personal Protective Equipment .............................................................................................815.0 Lifting Equipment ..................................................................................................................816.0 Lighting ................................................................................................................................. 917.0 Emergency Procedures ........................................................................................................9

18.0

Third Parties .........................................................................................................................9APPENDICES ................................................................................................................................. 9

Appendix A Risk Assessments

Appendix B Site layout/Installation

Appendix C Working Platform Permit to Load Certificate

Appendix D Piling Rig details

Appendix E Standard Forms: Permit to Commence Completion CertificatePile Driving Record Impact Driving Records

Appendix F COSHH Assessments



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1.0 Introduction

This method statement details the proposed works connected with the off loading, loading andinstallation of sheet pile retaining wall using a 25tn excavator and Movax unit to construct aretaining wall at the Northern Gateway project for Welsh Government. The work is to becompleted in one visit from 16/03/15. The scope of works is to install 180no AU14 sheet piles

throughout CH1350-CH1500 along an existing cycle path.

The site location of the works and delivery address is:

C/o Volker StevinOff Welsh RoadDeesideWalesCH5

2.0 Purpose

The purpose of this method statement is to identify potential hazards and to provide a safe and

considered method of work.

3.0 Programme

The works will be completed in accordance with the Volker Stevin programme of works.Mobilisation of plant and personnel to site will be 16/03/15 with an anticipated programmeperiod of 2 weeks.

4.0 Responsibilities

Volker Stevin will be responsible for ensuring that all the FPS attendances are provided and inplace prior to the piling equipment mobilising to site.

The Piling Foreman will be responsible for ensuring that the operations completed by VolkerStevin will be in accordance with this method statement.

The Operations Manager will be responsible for ensuring the Piling Foreman has the necessarysupport for works.

The Operations Manager will be responsible for ensuring the Method Statement and Riskassessments are in place and, together with the Piling Foreman that site conditions match thoseenvisaged for the works.

On this project the relevant staff are:

VGE Personnel Position Site Status Contact

NumbersRobert Howarth Construction Manager Visiting 07748 112 263

Martin Knight Operations Manager Visiting 07968 480 891

Mark Curtis Piling Supervisor Visiting 07876 876 317

Steven Yates Graduate Engineer Visiting 07914 784 073

Piling Foreman On site full time

Movax operator On site full time

Piling Operative On site full time

5.0 Reference Documents

Sheet Pile layoutSheet Piling RAMSSheet Piling Lift Plan



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6.0 Working Hours

Working hours will be 7.30am to 6.00pm.

Safety and task lighting will be required at the start and end of the shift during the winter months.Lighting units will be positioned to ensure the lights do not shine directly onto the lower bund.

7.0 Pre-requisites to starting on site

A site safety induction is to be provided by Volker Stevin which will include the siteemergency procedures and personnel authorised to give instructions.

All VS Piling personnel will be inducted into this Method Statement and Risk Assessmentand will be briefed by the Operations Manager/Piling Supervisor and a copy given to theVolker Stevin Project Manager.

Clear and safe access and egress to and from the site for our personnel and adequatedemarcation from other operations (Site clearance etc).

Suitable haul road & access to all areas for the works, including stable and well maintainedpiling platforms. This will be detailed in the VS Traffic Management Plan.

Removal of obstructions.

Adequate Welfare facilities. Setting out of the pile line and levels.

A signed Permit to Work for pile installation operations (Appendix E).

Other permits as necessary (eg Hot Works permit for cutting/ burning operations).

Clear delineation and notification of any live overhead or underground services.

8.0 Mobilisation

a) Deliveries

The Piling Foreman will inspect the platform prior to the Movax setting up. If satisfactory, he willget the certificate from Appendix C signed off by the Volker Stevin Project Manager prior to any

operations commencing.

Offloading of the plant and ancillary equipment will be carried out within the site boundary. Thelow loader will reverse to the Queensferry Hotel Car park to the works area, the low loader willthen be tracked off by the rig operator and track onto the cycle path. A banksmen is to bepresent at all times and the speed of the excavator is to be limited to a walking speed.

Goalposts will be erected under the cables to establish a minimum height..

All deliveries will be made to the main site compound.

No plant/materials are to be stored on the lower berm.

All delivery vehicles will arrive with suitable edge protection.

b) Equipment

The Operations Manager will make the necessary arrangements via Volker Brooks (i.e.movement orders where necessary) for the delivery of the piling equipment to site. Theproposed plant to be used on this project will be as follows:

25tn excavator

50v Movax unit

Telehandler

Weld set

Trailer unit



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c) Labour and Small Tools

The labour shall travel in a Transit Van carrying any necessary small tools and oxygen /propane / cutting / burning equipment. The transit van will be required access into the main sitecompound.

The Movax operator will travel separately in his own transport.

9.0 Methodology.

a) Delivery of sheet piles to works areaPiles will be transported from the laydown area in the site compound to the works area along thebank East of Bascule Bridge. This method will utilise a trailer unit which will be transported by eitherthe telescopic handler or VS dumper. A live road will need to be crossed VS are to provide trafficcontrol management.

CH1350-CH1500Sheet piles will be loaded onto a trailer unit by means of the telescopic hander in

the compound storage area. The trailer unit will then deliver the piles to the works area using theexisting road up to The Queensferry Hotel. Once the trailer unit reaches the works area the 25tnMovax will unload the trailer and lay the piles along the cycle path ready to install.

Works will be carried out in close proximity of live overheads, a safe working zone will be establishedand the excavator will be fitted with a slew restrictor. VS to mark the minimum safe working area onthe footpath.

b) Pitching and driving sheet piles using Movax

The Piling Foreman will liaise with VS and agree the setting out locations of the piles andassociated levels.

The Piling Foreman will inspect the platform provided by VS for the Movax unit. Ifsatisfactory he will obtain endorsement of the certificate within Appendix C by arepresentative of VS before commencing any operations.

The sheet piles will be transported to the piling area by the trailer unit and offloaded usingthe 25tn Excavator. The sheets will be stacked in bundles of three to allow the Movax tomanoeuvre them if required.

The AU14 (upto 8m long) single sheet pile will be picked up by the Movax side grip.

The pile will be placed on the track to allow the driver to manoeuvre the hammer over thepile and grip the section on the side.

The pile will then be lifted and positioned onto the required line for the retaining wall. Thepile will then be driven using the side grips of the hammer as far as possible depending onprevalent underlying ground conditions. The jaws of the hammer will then be released andthe hammer moved up the pile and re-gripped onto the section and driven further.



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This will continue until the pile is driven far enough to allow the hammer to be positioned ontop of the pile. Once the Movax is positioned on top of the pile and attached via the bottomjaw of the hammer the pile will be driven to its final level or refusal, whichever shall be thelesser. VS will provide a machine to remove any material to allow the piles to be driven tofinished level.

The next pile will be handled in a similar manner and pitched into the clutch of the previous

pile. The pile will be driven in the same manner as the first. The pile installation will becontinued in the same manner until the end of the pile line or a change in direction.

Pile installation records will be kept on a daily basis together with daily record sheets andprovided to VS at the end of each day for verification.

If sheet pile refuses due to obstructions, the what if table will be reviewed for a possiblesolution. The Project Manager (Hyder) will be informed by VS.

b) Backdriving Sequence

If the piles refuse during driving with the Movax, impact driving may be required to drive thepiles to final level to meet the project requirements.

An Impact hammer will be mobilised to site and attached to the excavator.

The hammer will commence driving under operation by the piling operative. The driving willbe monitored throughout the driving process.

Driving will stop upon the pile final level being reached or refusal of the pile under thedriving process.

c) Controls & Monitoring

o Volker Stevin will be responsible for clearly marking the line and level of all pile wallsections and confirming the levels prior to the rig moving to the next pile.

o Each pile will be checked for verticality as work proceeds by the Piling Foreman using asprit level.

o

The Piling Foreman will ensure that the piles are installed in accordance with the pileschedule and relevant drawings.o Records will be kept of any piles which fail to achieve the required drive depth.

10.0 Labour

Operatives engaged in the site works will be a piling foreman, Movax operator, and a pilingoperative.

All operatives are trained and experienced in piling works. Training records of the operativesinvolved in the works will be provided at the pre commencement induction. To ensurecompliance with this method statement a briefing will be held for all personnel involved. No

visitors will be allowed within the immediate working area unless they are deemed experiencedin this work.

All operatives are CSCS/ CPCS qualified for their appropriate role and carry their cards withthem.

11.0 Safety and COSHH

Appropriate Risk and COSHH assessments are provided within Appendix A.

Generic COSHH Assessments included for the installation are as follows :-

Diesel

Hydraulic oil Oxygen

Propane.

Grease



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12.0 Housekeeping

All vehicles and plant will be kept in a clean condition.

The working area will be kept clean and clear of trip hazards. Any spillages will be reported to

Volker Stevin and cleared immediately. All waste will be deposited into skips provided by VolkerStevin for disposal.

All plant will carry a comprehensive spill kit.

13.0 Environmental Information

d) Waste and Pollution

Fuel:VS will refuel (gas oil) plant and equipment from approved storage facilities. Refuelling willbe completed at the designated areas.

Plant Maintenance:Any essential plant maintenance required while on site will be undertaken

either at the working area or at a designated bunded area as directed by the VS.

VS will provide a spill kit in the form of absorbent mats and granules to soak up any accidentalspillage during refuelling or plant maintenance work. These will be bagged up and disposed of.Should there be any cause of pollution to the water courses the main contractor will be informedimmediately.

Drip trays will be used under small plant items at all times.

e) Noise & VibrationVGE will provide details of anticipated noise and vibration levels anticipated for our proposedplant and equipment on request from VS. Actual site levels may vary from those stateddepending on actual ground conditions and the degree of exposure at the work location. Noise

and vibration monitoring will be carried out during the installation of the sheet piles.

f) Fuel & OilsFuel is to be provided by VS in a mobile bunded bowser and held within approved storagefacilities.

g) Water coursesThe Rive Dee is located adjacent to the sheet pile line. Re fuelling will be carried out away from thewater course.

14.0 Personal Protective Equipment

All personnel shall be issued with the following PPE which shall be worn at all times:

Hard HatsSafety Boots lace up only.High Visibility Trouser and Vest (function designated)Light Eye ProtectionGlovesEar Defenders

Additional PPE will be worn as required for activities such as burning and welding and asrequired by the risk assessments.

15.0 Lifting Equipment

All craneage, chains, slings, shackles and shoes will have valid certification for inspection atall times. Present colour of all in test lifting equipment is Red.



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Daily checks to be made on chain clamp / lock-nut pitching chain and componentconnectors together with the standard daily rig check carried out by the operator.

16.0 Lighting

Safety and Task lighting will be provided as necessary by VS. Site lighting to allow safe

movement around the site if needed is also to be provided by VS. Lighting units will bepositioned to ensure the lights do not shine directly onto the lower bund.

17.0 Emergency Procedures

Emergency Procedures will be briefed by Volker Stevin as part of the site induction, includingthe responsible person, contact numbers and hospital directions. The VS designated First Aiderfor the project will be Mr Dave McCafferty the Piling Foreman.

18.0 Third Parties

Third party assets are the responsibility of VS as indicated on the Permit to Work.

The site works described above will be completed out in a secure working area provided by VS.

APPENDICES



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Appendix A

RISK ASSESSMENT


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RISK ASSESSMENT

Form Ref:

Revision:

Rev Date:

HSP-004-01

0

Contract: C11588 Northern GatewayRef: C11588/RA02/Rev 0.

Act iv ity/Operatio n: Sheet Pile Retaining Wall Installation.1

HAZARD/RISK

Risk Levels BeforeControls

5

Those atRisk

6

CONTROLS

Risk Level AfterControls

2

L3

Sv4

R7

L8

Sv9

R

Plant instability due to inadequatesupport.

3 3 9 All Level Working Piling Platform to be constructed in accordance with VSTemporary Works procedures.

Sufficient platform width required for working with movax and trailer.

Plate Bearing Tests to be completed by VS.

Working Platform certificate provided by VS.

1 2 2

Contact with Buried Services. 2 3 6 All Prior to any excavation or sheet pile installation area to be CATScanned by a trained operative (VS).

Service Drawings to be checked and any identified services marked onthe ground using timber pegs or spray paint (VS).

Other than that notified above, service drawings for area have notidentified any services within the piled area, however operatives shouldproceed with care.

If any unidentified services are located cease work and contact VS.

Piling to be controlled on a Permit to Dig briefed and issued to PilingForeman.

1 3 3

Contact with overhead cables 3 3 9 All Works to be carried out in accordance with approved RAMS.

Exclusion zone to be set up in accordance with power providersguidelines.

VS to set out exclusion zone on footpath.

Slew restrictor to be applied on 25tn excavator.

1 3 3

Delivery of equipment & Movax. 3 3 9 All Delivery Wagons to comply with the Site Traffic Management Plan andadhere to the Delivery Route instructions.

Site Speed limit Maximum of 5mph.

All deliveries to be guided into position by a banksman.

VS to provide banksman to stop or traffic if required.

Movax to be tracked off back of low loader in VS site adjacent to theQueensferry Hotel.

Where space permits, all wagons to enter & exit works in a forwardgear.

Banksman to ensure delivery wagons do not block road and that priorityis given to non-construction traffic.

1 3 3

Page 1 of 6


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RISK ASSESSMENT

Form Ref:

Revision:

Rev Date:

HSP-004-01

0



HAZARD/RISK


5

Those atRisk

6

CONTROLS


2

L3

Sv4

R7

L8

Sv9

R

Lifting of Piles 3 3 9 All Piles to be positioned adjacent to works.

Weight of lift to be within capabilities of Excavator.

Trial lift where piles hoisted approx. 150mm above ground to beundertaken prior to removing from wagon.

When lifting single piles, Pile quick release shackle to be used.

Guide rope to be utilised when lifting piles and other large items.

No lifting to be undertaken if wind speed exceeds 10m/s (22mph) oroperatives do not feel it is safe to do so.

Banksman to ensure materials are not slewed over operatives working.

Operatives to ensure they do not stand beneath a suspended load.

Lifting gear to be selected by a competent person (Qualified Slinger /Signaller) and capacity and condition checked.

Lifting Gear to have 6monthly inspection, damaged or faulty equipmentshould not be used and immediately quarantined.

Lifts to be in accordance with Lift Plan.

1 3 3

Injury to site personnel workingadjacent to telehandler and movaxUnit

3 3 9 All All plant movements to be supervised by qualified Banksman at alltimes.

Banksman to establish No Entry Controlled Zone extending 3mbeyond the perimeter of the Excavator. Only personnel nominated bythe Banksman may enter this zone.

Footpath to be closed off within proximity of piling and access area.

1 3 3

Pile Installation Noise/Vibration 3 3 9 All Sheet Piles to be installed with movax unit

Operator to be trained and competent..

All plant to be controlled by a banksman at all times. Banksman toensure that excavator has correct lifting equipment for pile section.

Piles to be toed into the ground a sufficient depth prior to releasingquick release shackle.

If obstruction encountered at shallow depth pile to be removed andobstruction dug out (VS)

If Obstruction Hit at low level pile to be left high and cut to allow nextpile to be clutched.

1 3 3

Page 2 of 6


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RISK ASSESSMENT

Form Ref:

Revision:

Rev Date:

HSP-004-01

0



HAZARD/RISK


5

Those atRisk

6

CONTROLS


2

L3

Sv4

R7

L8

Sv9

R When operatives clutch pile hands to be kept free from any areas they

are likely to become trapped.

Operatives working in close proximity to Machinery to wear additionalPPE or Ear Protection when required.

Failure of Piling Works 3 3 9 All Sheet Piles to be installed as per Design to the position and Toe levelsspecified.

If Toe levels cannot be achieved or any onsite conditions differ to thedesign, cease work immediately and contact VS and VGE designer.

Any deviation from Design to be approved by VS.

Piles to be clutched together to form a rigid wall and installed plum.

Piles to be installed prior to excavating to the structure formation level.

1 3 3

Cutting/burning Welding 2 3 6 Cutting/Burning Welding of Sheet Piles to be controlled with a HotWorks Permit.

Operative cutting to be trained & competent.

Additional PPE of Face Mask, Fire Retardent Gloves/Overalls to beused.

Hot works area to be fenced off/shrouded at all times with warningsigns erected.

Sparks etc to be directed from other work activities.

When welding Support brackets excavator to lift/hold in position untilweld complete.

Fire Extinguisher to be available at all Hot Works Locations

1 2 2

Contaminating Site Area 2 3 6 All Plant to carry spill kits at all times and plant working.

All re-fuelling to be undertaken within controlled areas.

Any spillages or leaks to be reported to the site supervisor immediatelyand dealt with accordingly.

Drip trays to be used under all equipment

1 3 3

Delivery of piles via live building 3 3 9 All Volkerstevin to provide banksmen to control the traffic whilst crossingWelsh Road.

Speed limit to be enforced and speed to be limit to walking pace.

VS to provide and manage exclusion zone from The Queensferry Hotel.

Vehicles to travel in forward gear at all times possible.

1 3 3

Page 3 of 6


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RISK ASSESSMENT

Form Ref:

Revision:

Rev Date:

HSP-004-01

0



HAZARD/RISK


5

Those atRisk

6

CONTROLS


2

L3

Sv4

R7

L8

Sv9

R Vehicles to be road legal.

Works adjacent to live River 2 3 6 All Life Jackets to be worn whilst working adjacent to water.

No lone working

Works to be carried out in accordance with RAMS and Lift Plan.

1 3 3

Open leader trench 2 3 6 All Only excavate leader trench for the planned days work ahead.

Any open leader trench to be backfilled at the end of each shift.

1 3 3

Transport of piles withtelehandler/trailer from laydown area to works area

2 3 6 All Speed limits to be applied for the servicing road. Banksmen to be present at all times when telehandler is in use and

speed limited to the bandsmens walking pace.

Traffic control to be managed by VS.

Reversing to be minimised at all times possible.

When offloading trailer ensure that the trailer does not block theroad.

Telehandler banksmen to ensure a safe working zone is availablebefore loading/unloading piles.

Ensure all lifts with the telehandler are to be under a maximum of4tn.

Using the telehandler to transport the piles will be strapped to theforks to reduce the likelihood of falling.

1 3 3

Tick here if Complexity warrants a Method Statement/Written Safe System of Work

Ass essed By: Steven Yates

Date Assessed: 23/01/2015 Review Date: 23/01/2015

Key:

L - LikelihoodSv- SeverityR - RiskAss esso rs Sig natu re:

Page 4 of 6


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RISK ASSESSMENT

Form Ref:

Revision:

Rev Date:

HSP-004-01

0

All Operatives to Sign to Acknow ledge they have Read & Full y Understood the Risk Assessment : C11588/RA01/Rev 2.

Name Signature Date

Page 5 of 6


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RISK ASSESSMENT

Form Ref:

Revision:

Rev Date:

HSP-004-01

0

Page 6 of 6


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Appendix B

Site Layout / Installation Sketch


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12

3

4

Access via The

Queensferry Hotel

car park.

All traffic to be

managed and

exclusion zones

enforced. No

machinery is to

travel without a

banksmen.

CH1500

CH1350


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n.b. not to scale

Overhead Cable 3.0m from edge of path

CH1500

CH1350

Foo

tpath3m

wid

e

Movax to track off the back of

the low loader, Banksmen to be

present at all times.

3.0m Envelope clearance required from cable


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Northern Gateway CH1500 to CH1350 movax install

n.b. not to scale


CH1500

River Dee

CH1350

Foo

tpath3m

wid

eOverheadCable

Movax excavator

with slew

restrictor


U Pile Stacks

U Pile Stacks


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n.b. not to scale


CH1500

River Dee

CH1350

Foo

tpath3m

wid

eOverheadCable

Movax excavator

with slew

restrictor


U Pile Stacks

U Pile Stacks

Direction of piling


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Appendix CWorking Platform


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Working Platform Certificate (FPS/WPC/4)

WPC/4 - October 2011

Project Name

Work area covered by thiscertificate

(A sketch or marked up pile layout drawing may be attached to this certificate. Include haul roads and gridlines.)

Part 1 WORKING PLATFORM DESIGN

Equipment to be used onsite.

Maximum plant loading

(Note: BR470 Working Platforms for Tracked Plant: Good practice guide to the design, installation, maintenance and repairof ground-supported platforms is available from IHS BRE Press Tel 01344 328 038)

Designer Name Tel No.

Designer Organisation

Is Testing Specified? Yes / No If Yes Give Details:

Part 2 VERIFICATION BY PRINCIPAL CONTRACTOR

The working platform detailed above has been designed, installed to the design and, if specified, tested tosafely support the equipment detailed in Part 1 above. The limits of the platform have been clearly identifiedon site as necessary.

The working platform will be REGULARLY INSPECTED, MAINTAINED, MODIFIED, REPAIRED, and

REINSTATED to the as-designed condition after any excavation or damage, throughout the periodwhen the equipment is on the site. A completed copy of this certificate signed by an authorisedperson from the Principal Contractor shall be given to each user of the working platform prior tocommencement of any works on site.

Name & Position Date

Organisation Signature

The HSE has worked closely with the FPS to develop this initiative and supports the principle of reducingaccidents by the certification of properly designed, prepared and maintained working platforms


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Working Platform Regular Inspection LogThe working platform has been inspected. All necessary maintenance, modification, repair or re-instatemendesigned installed condition. If necessary, a revised Working Platform Layout Drawing has been issued to

Date Organisation Name & Position Signature

mne


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Guidance on working platforms for tracked plant

1. Design

1.1. The HSWA 1974 and CDM Regulations 2007 require the Principal Contractor to appoint competent Designers in respect ofWorking Platform design. This legislation explains how competence can be assessed by reference to professional qualifications or

professional memberships and by reference to practical experience of the design of working platforms. Principal Contractors mustbe satisfied that a competent Designer has been appointed by them in accordance with the relevant legislation before theycomplete and sign the WPC.

1.2. The stability of tracked plant is fundamentally dependent upon the provision of a suitable and sufficient working platform. It must beproperly designed and installed to a recognised standard. Whilst the same type of rig may be operated by different companies, thedesign bearing pressures may differ due to the specific operating configuration of the rig and/or any modifications. Details of theplant to be used and bearing pressures will be provided by the specialist contractor in advance of work commencing.

1.3. Working platform design is extremely sensitive to the bearing pressure and type of fill used in the platform. (For example, changingthe angle of friction of the fill from 35 degrees to 45 degrees can halve the platform thickness.) It is therefore advised that theDesigner may have to adopt conservative/cautious estimates of platform shear strength unless higher values can be demonstratedby testing or with reference to appropriate published data.

1.4. The working platform must be free draining to prevent the build up of water and slurry. In the case of fine-grained sub-grades, aseparation/filter membrane should be installed beneath the platform material to inhibit pumping and infiltration of the fine-grainedsoils up into the platform material during wet weather (which can impair platform performance and increase maintenance costs).

1.5. Proof testing of the platform can be carried out with a suitably sized circular plate subjected to the maximum design loading. Suchtesting, as part of an appropriately designed testing regime, should highlight any gross inconsistencies in platform performance.Potentially, significant savings in platform thickness and cost may be realised by adopting a more detailed testing strategy.

1.6. The working platform must have a specified design life which starts before delivery of the piling equipment and ends on completionof all piling works. This includes load testing, integrity testing, investigation of non conformances and any remedial works.

1.7. The specialist contractor is to advise the Principal Contractor at the earliest practicable opportunity should the specialist contractorbecome aware of any circumstances relating to the working platform that renders it unsafe.

2. Installation

2.1. The FPS Working Platform Certificate is mandatory for all sites where a rig or attendant plant operates. It must be signed by anauthorised representative of the Principal Contractor. This signature confirms that the legal duties required under CDM have beencarried out.

2.2. If the working platform is to be constructed or removed in phases while piling works are ongoing, then the extent of the platformmust be clearly defined on the certificate and, in accordance with good practice, physically on site. This is particularly importantwhere the platform material is removed from an area previously made available to the specialist contractor.

2.3. The working platform provides access for all plant deliveries, sub-contractors and personnel associated with the specialistoperations. Properly designed and installed the working platform could also provide suitable and safe access for following trades forthe whole project.

2.4. Poor definition of the edge of the working platform is a major cause of tracked plant instability. It is good practice that the workingplatform should extend at least 2m beyond the pile position/edge of the building to ensure sufficient safe working area for thespecialists personnel and attendant plant. Where having to work within this 2m zone is unavoidable the Designer is to be informedof the requirement to design the platform for working up to its edge.

2.5. Where access ramps are used to move between working levels these must be of sufficient gradient and width to allow the plant tomove safely with the stability constraints of the machine. Ramps must be in a straight line between working areas.Rigs and cranescannot change direction on ramps. Where a change in direction is required, this must be on a flat level platform.

3. Maintenance, modification, repair and reinstatement

3.1. The working platform must be kept free draining. Water and slurry which is allowed to build up on the working platform can hidesuch hazards as recently constructed piles, trip hazards, uneven or unstable ground, services and excavations. Slurry can betransferred to work equipment which increases the risk of slips on steps as well as difficult handling of work tools.

3.2. Obstructions encountered during installation of the piling works will generally require excavation to remove them. This can create asoft spot which can result in the rig overturning. It is essential, therefore, that any excavations made in the working platform arereinstated to the designed standard, including any reinforcement and separation filter/membrane.

3.3. The working platform shall be subject to regular inspection by a competent individual appointed by the Principal Contractor (e.g. theTemporary Works Co-ordinator) throughout its design life and after any reinstatement or any works which might have modified it.Any damaged or inadequate areas identified must be reinstated to the designed standard. Following the regular inspection, theWorking Platform Regular Inspection Log shall be signed by an authorised representative of the Principal Contractor and issued tothe specialist contractor with a layout drawing of the working platform amended as appropriate.

4. Working Platform Layout

4.1 Items that must be included and properly located on the working platform layout drawing and be notified by the Principal Contractorto the specialist contractor would include: detail of platform edges and 2m delineation, trial pits, services or voids, areas of

backfilling, known underground basements; areas that are covered by the certificate or permit, test locations (if specified by theDesigner of the platform) and any other feature that may affect the safety of operations.


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Appendix D

Piling Equipment


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Case CX235C SRExcavator 25t zero swing - Tier 4i

Case CX235SR

2.4m dipper arm / 800mm grouser shoes

Additional spec

Bio-degradable Hydraulic Oil

LOLER compatible with ASLI and check valves

Slew and height restriction by motion cut

Camera assisted 360 vision

Double lock quick hitchDual circuit hydraulic function

Cab rock guarding

Movax SG50v & IH25d compatible with autoalignment control system

NB - Refer to800mm

Grouser


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Vibratory Pile DriversSheet Piles - H-Piles - Tubular Piles - Timber Piles


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Benets of Movax SG-50/60 -series:

Variable eccentric version SG-V

- Resonance free start and stop for piling in sensitive

environment.

- Movax SG-V pilers are high frequency vibrators with

variable eccentric moment. Disturbance of surround-

ing environment is minimized by operating at high

frequency and avoiding an oscillation at natural

frequencies of the soil and the surrounding structures.

- Fast change of the grip no need to wait for

the vibration motion to end before opening the jaws.

1. Interchangeable Side-Grip arm

- Suitable for wide range of piles - Optimal gripping arms available for sheet piles,

tubular piles, H-beams and many other proles

2. Moving arms on both sides

- Easy pile handling and pitching

- Wide opening and synchronized movement

speeds up the operation

- New jaw pad construction for pile handling

(no 4th jaw)

3. Efcient driving and extraction - Good geometry for delivering the driving energy

to the pile

- Gripping force adjustable for different kind of piles

4. Advanced lubrication system

- Long continuous driving periods

- High capacity oil pump with separate oil storage

keeps the temperature of vibrabox lower

- Mechanical direct drive of the lubrication pump

to optimize hydraulic force for vibration

5. Simple and strong tilting and rotating mechanism

- Designed for durability and easy maintenance

6. Suitable for tracked and wheeled excavators and

railroaders

- Reasonable low weight of SG models allowsa stabile use


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Side-grip arm options for SG

Modular arms with changeable insertsSpecial tubular pile arms

Special sheet pile arms

Tubular pile clamps Sheet pile clamps

- Changing time ~1 hour

- Multipurpose clamping system with

quikly changeable inserts.- SG50: weight with these arms 2500-2580 kg

- SG60V: weight with these arms 2600-2680 kg

- Changing time ~ 4 to 6 hours

- Optimised efcient design for pile sections

- SG50: weight with these arms 2260-2315 kg- SG60V: weight with these arms 2360-2415 kg

Jaw pad with mud

removal grooves

Standard jaw pad

Tube jaw pad

D90-250 mm


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Technical data

Movax Oy Ltd

Tlkkimentie 10, FI-13130 Hmeenlinna, Finland | www.movax.com, email: marketing(a)movax.f

Suitable piles


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Appendix E

Standard Forms

Permit to WorkCompletion Certificate

Pile Driving Record SheetImpact Driving Record Sheet


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Permit to Commence Piling Work

Project :

Client :

Commencement Date :

We the client hereby acknowledge that we have undertaken all reasonable steps toidentify, locate, expose and protect where necessary any known utility service or thirdparty structure within the vicinity of the proposed piling works.

By signing this permit VS relieves VolkerGround Engineering of any liability for any director consequential damage to health, safety, environment or third party property which isattributable as a result of the clients failure to comply with the above in accordance withVolkerGround Engineering Terms and Conditions.

We hereby give VolkerGround Engineering Ltd permission to commence piling operations

from the above date.

Signed:

Name:

for :

Date:


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Pile installation Completion Certificate

Project:

Client:

Date of Completion:

Comments:

VolkerGround EngineeringRepresentative Signature:

Date:

We confirm that VolkerGround Engineering Ltd have installed the steel

piles/framing/anchors/ props to the standards required by the design & specification and

to our satisfaction.

Clients Signature:

For and on behalf of:

Date:


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Appendix F


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COSHH Assessments and Risk AssessmentsThe following Risk and generic COSHH assessments have been developed for this methodstatement are attached on the following pages:

C1113/RA01/Rev0. Site Specific Risk Assessment.

COSHH Assessments:

CA001 Diesel (Gas Oil) June 2013

CA003 Engine Oil June 2013

CA004 Grease June 2013

CA005 Hydraulic Oil June 2013

CA006 Oxygen June 2013

CA007 Propane June 2013

These Risk Assessments, and generic COSHH Assessments are applicable to all our works and

are available for review at any time. All site personnel will be briefed on these assessments in thepre commencement induction.


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CA 001 DIESEL (GAS OIL)

Assessment 71819 Keyword Diesel Fuel

Material/Process Diesel (Gas Oil) Data Sheet 01

Exposure Limit Last Modified 14/02/2007

Supplier Crown Oil Ltd Health Hazard MEDIUM HAZARD

Physical State Liquid Env. Hazard HIGH HAZARD

UN Number 1202 Pkg Group IIIContents Hazardous components as follows:

- Complex mixtures of distillate hydrocarbons mainly parafinnic, naphthenic and aromatic in the

range C10 C28

IMC Discontinued No

Notes

Hazards

Considerations

If using engineering controls/non disposable RPE ensure maintenance (reg 9)

Health- LIMITED EVIDENCE OF A CARCINOGENIC EFFECT

- HARMFUL: MAY CAUSE LUNG DAMAGE IF SWALLOWED

- REPEATED EXPOSURE MAY CAUSE SKIN DRYNESS OR CRACKING

- MAY CAUSE EYE IRRITATION

- TOXIC TO AQUATIC ORGANISMS, MAY CAUSE LONG-TERM ADVERSE EFFECTS IN THE AQUATIC

ENVIRONMENT

- Do not breathe in vapour

- When using do not eat, drink or smoke

- Avoid contact with skin and eyes

Spillage

- VENTILATE AREA

- DO NOT ALLOW SPILLAGE TO ENTER MAIN DRAINS / SEWERS / WATER COURSES

- WEAR NITRILE GLOVES

- WEAR EYE PROTECTION (GRADE 3) IF SPLASHES ARE LIKELY

- WEAR RPE WITH AN ORGANIC FILTER (A)

- WEAR PROTECTIVE OVERALLS & CHEMICAL/SAFETY FOOTWEAR

- ABSORB IN SAND OR INERT ABSORBANT MATERIAL

- COLLECT INTO A CONTAINER & CLOSE THE LID

- DISPOSE OF USING SUITABLE PROCEDURE OR SEEK L.A GUIDANCE


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First Aid

- INHALATION REMOVE TO FRESH AIR AND REST

- AFTER A SIGNIFICANT EXPOSURE CALL FOR MEDICAL ASSISTANCE

- INGESTION DO NOT INDUCE VOMITING

- INGESTION GIVE PLENTY OF WATER IN SIPS

- INGESTION GET IMMEDIATE MEDICAL ATTENTION

- EYE IRRIGATE WITH WATER FOR AT LEAST 15 MINUTES

- SKIN WASH WITH SOAP / CLEANSER AND RINSE WITH WATER

- IF IRRITATION PERSISTS CONSULT A DOCTOR

Fire

- ISOLATED SMALL SCALE FIRE:-

- WATER FOG CARBON DIOXIDE POWDER FOAM

- DO NOT USE WATER JET

- LARGE FIRE:-

- EVACUATE AREA, CALL FIRE BRIGADE OR FOLLOW SITE PROCEDURE

- WEAR SELF-CONTAINED BREATHING APPARATUS AND PROTECTIVE CLOTHING

- TOXIC FUMES ARE PRODUCED WHEN THIS SUBSTANCE IS INVOLVED IN A FIRE

- CONTACT WATER SERVICES CO. AND EA IF WATERCOURSES ARE CONTAMINATED

- AVOID CONTAMINATION OF WATERCOURSES BY FIREFIGHTING RUN-OFF

Handling Outside For up to Hour Daily

KEEP SKIN

COVERED

AVOID SKIN

CONTACT

IF SPLASH LIKELY EATING OR

DRINKING

WASH AFTER

CONTACT

IF HEAVILY

SOILED

Handling Inside a Well Ventilated Area For up to Hour Daily

KEEP SKIN

COVERED

AVOID SKIN

CONTACT

IF SPLASH LIKELY EATING OR

DRINKING

WASH AFTER

CONTACT

IF HEAVILY

SOILED
http://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=CHANG&commcode=5&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=HYGIE&commcode=19&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=NOSMO&commcode=2&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=EYEGO&commcode=30&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=GLOVE&commcode=14&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=COVSK&commcode=1&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=CHANG&commcode=5&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=HYGIE&commcode=19&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=NOSMO&commcode=2&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=EYEGO&commcode=30&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=GLOVE&commcode=14&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=71819&field=matcon&search=total%20gas%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=2&symbcode=COVSK&commcode=1&pfield=name&psearch=&porder=name


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CA 003 ENGINE OIL (GENERIC)

Assessment 863 Keyword Oil (Engine)

Material/Process Engine Oil - Generic Data Sheet 03

Exposure Limit Mineral Oil 5mg/m3 8hTWA 10mg/m3 Last Modified 08/06/2007

15mSTEL WEL

Supplier Various Health Hazard MEDIUM HAZARD

Physical State LIQUID Env. Hazard LOW HAZARD

UN Number None Pkg Group N/A

Contents Mineral Oil: 100%

IMC Discontinued No

Notes

Hazards

Considerations

If using engineering controls/non disposable RPE ensure maintenance (reg 9)Consider skin check (reg 11)

Health

- USED MINERAL OIL MAY CAUSE SKIN CANCER

- MAY BE HARMFUL IF INGESTED IN QUANTITY


- SKIN IRRITATION AND DERMITITIS MAY RESULT FROM PROLONGED CONTACT

- Do not breathe mist


- Avoid contact with eyesSpillage

- VENTILATE AREA

- DO NOT ALLOW SPILLAGE TO ENTRE DRAINS / SEWERS / WATER COURSES


- WEAR EYE PROTECTION (GRADE 3) IS SPLASHING IS LIKELY

- WEAR PROTECTIVE CLOTHING IF WHOLE CONTAINER IS SPILT


- COLLECT INTO A CONTAINER AND CLOSE LID



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First Aid


- AFTER A SIGNIFICANT EXPOSURE CALL FOR MEDICAL ASSISTANCE IMMEDIATELY


- INGESTION GIVE PLENTY OF WATER IN SIPS- IF FEELING UNWELL CONSULT A DOCTOR IMMEDIATELY

- EYE IRRIGATE WITH WATER FPOR AT LEAST 15 MINUTES

- SKIN WASH WITH SOAP/CLEANSER AND RINSE WITH WATER

- IF IRRITATION PERSISTS THEN CONSULT A DOCTOR

Fire


- USE POWDER FOAM CARBON DIOXIDE (CO2)


- LARGE FIRE:-


- WEAR SELF CONTAINED BREATHING APPARATUS AND PROECTIVE CLOTHING

- TOXIC FUMES ARE PRODUCED WHEN SUBSTANCE IS INVOLVED IN A FIRE

General Exposure in Any Area (Not Confined) For up to 2 Hours Daily

KEEP SKIN

COVERED

NITRILE IF SPLASH LIKELY EATING OR

DRINKING

WASH AFTER

CONTACT

IF SOILED
http://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=STOR2&commcode=51&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=CHANG&commcode=70&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=HYGIE&commcode=19&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=NOSMO&commcode=2&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=GVENT&commcode=51&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=EYEGO&commcode=30&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=GLOVE&commcode=100&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=863&field=matcon&search=engine%20oil&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=15&symbcode=COVSK&commcode=1&pfield=name&psearch=&porder=name


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CA 004 GREASE (GENERIC)

Assessment 867 Keyword Grease

Material/Process Grease (Generic) Data Sheet 04Exposure Limit Mineral Oil 5mg/m3 8hTWA 10mg/m3 Last Modified 24/07/2008

15mSTEL WEL

Supplier Various Health Hazard MEDIUM HAZARD


UN Number N/A Pkg Group N/A

Contents Mineral Oil

Thickners & Additives

IMC Discontinued No

Notes

Hazards

Considerations

If using engineering controls/non disposable RPE ensure maintenance (reg 9)Consider skin check re 11 Health

- USED MINERAL OIL MAY CAUSE SKIN CANCER

- MAY BE HARMFUL IF INGESTED IN QUANTITY


- SKIN IRRIATION AND DERMITITIS MAY RESULT FROM PROLONGUED CONTACT

- Do not breathe mist



Spillage

- VENTILATE AREA

- DO NOT ALLOW SPILLAGE TO ENTER MAIN DRAINS / SEWERS / WATER COURSES


- WEAR EYE PROTECTION (GRADE3) IF SPLASHING IS LIKELY

- WEAR PROTECTIVE CLOTHING IF WHOLE CONTAINER IS SPILT


- COLLECT INTO A CONTAINER AND CLOSE LID



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First Aid




- INGESTION GIVE PLENTY OF WATER IN SIPS- IF FEELING UNWELL CONSULT A DOCTOR IMMEDIATELY


- SKIN WASH WITH SOAP / CLEANSER AND RINSE WITH WATER


- HIGH PRESSURE INJECTION OF MATERIAL INTO SKIN GET IMMEDIATE MEDICAL ATTENTION

Fire


- USE POWDER FOAM CARBON DIOXIDE (CO2)


- LARGE FIRE:-


- WEAR SELF CONTAINED BREATHING APPARATUS AND PROCTECTIVE CLOTHING

- TOXIC FUMES ARE PRODUCED WHEN SUBSTANCE IS INVOLVED INA FIRE

Gun Applying in Any Area (Not Confined) For up to 2 Hours Daily

KEEP SKIN

COVERED


DRINKING

WASH AFTER

CONTACT

IF SOILED
http://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=STOR2&commcode=51&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=CHANG&commcode=70&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=HYGIE&commcode=19&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=NOSMO&commcode=2&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=EYEGO&commcode=30&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=GLOVE&commcode=100&pfield=name&psearch=&porder=namehttp://www.sypolcms.com/scripts/cms6.dll/listppe?contcode=AEYOO1&wfield=contcode&wsearch=&warchive=0&worder=contcode&wdesc=&wrecno=1&mtrlcode=867&field=matcon&search=grease&matcon=&keyword=&supplier=&order=schedule.mtrlcode&desc=&arecno=1&selected=true&brecno=3&symbcode=COVSK&commcode=1&pfield=name&psearch=&porder=name


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CA 004 HYDRAULIC OIL

Assessment 14658 Keyword Hydraulic Oil

Material/Process Hydraulic Oils Data Sheet 05

Exposure Limit 500mg/m3 8hrTWA * EH40 Recommended Last Modified 06/07/2001

Supplier Various Health Hazard LOW HAZARD


UN Number N/A Pkg Group N/A

Contents Hydrocarbon Oil (CAS: 64742-65-0) (


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First Aid




- INGESTION GIVE PLENTY OF WATER IN SIPS

- IF FEELING UNWELL CONSULT A DOCTOR IMMEDIATELY


- SKIN WASH WITH SOAP/CLEANSER AND RINSE WITH WATER


Fire


- USE POWDER FOAM CARBON DIOXIDE(CO2)


- LARGE FIRE:-


- WEAR SELF CONTAINED BREATHING APPARATUS


Hand Applying Inside a Well Ventilated Area For up to Hour Daily

AVOID SKIN

CONTACT


DRINKING

WASH AFTER

CONTACT

IF HEAVILY

SOILED

AFTER USE
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CA 006 OXYGEN

Assessment 19932 Keyword Gas

Material/Process Oxygen Data Sheet 06


Supplier BOC Gases Health Hazard MEDIUM HAZARD

Physical State Gas Env. Hazard LOW HAZARD

UN Number 1072 Pkg Group IIContents Oxygen: 99.5%

IMC Discontinued No

Notes

Hazards

Considerations


Health- CONTACT WITH COMBUSTABLE MATERIAL MAY CAUSE FIRE

- MAY BE HARMUL IF INGESTED IN QUANTITY


- Do not breathe gas


- Avoid oxygen rich (>21%) atmospheres

- Ensure adequate ventilation

- Clothing impregnated with Oxygen should be ventilated with a 15 minute walk in fresh air

Leakage

- FOR LARGE LEAKS EVACUATE AREA

- ELIMINATE IGNITION SOURCES

- VENTILATE AREA

- SHUT OFF AT SOURCE

- ALLOW TO DISSIPATE

- ALL LEAKS SHOULD BE HANDLED BY DESIGNATED RESPONDERS

- PREVENT FROM ENTERING SEWERS, BASEMENTS AND WORKPITS WHERE ITS ACCUMULATION CAN BE

DANGEROUS.


55/59

Northern Gateway

First Aid

- AVOID LEAKS AND DIRECT INHALATION


- AFTER SIGNIFICANT EXPOSURE CALL FOR MEDICAL ASSISTANCE

- WEAR APPROPRIATE PPE WHEN USING OXYGEN, IF BURNT WITH FLAME SEEK MEDICAL ATTENTION

IMMEDIATELY

Fire

- ISOLATED SMALL SCALE FIRE:-- IF POSSIBLE STOP FLOW OF PRODUCT

- MOVE AWAY FROM CONTAINER AND TRY TO COOL FROM A PROTECTED POSITION

- ALL KNOWN FIRE EXTINGUISHERS CAN BE USED ON OXYGEN CONTAINERS

- LARGE FIRE:-


- KEEP CLEAR EXPOSURE TO FIRE MAY CAUSE CONTAINER TO RUPTURE OR EXPLODE

Connecting Oxygen Inside a Well Ventilated Space All Day

KEEP SKIN IF CONTACT

LIKELY

IF CONTACT

LIKELY

EATING OR

DRINKING

WASH AFTER

CONTACT

IF HEAVILY

SOILED

General Exposure to Oxygen Inside a Well Ventilated Area All Day

KEEP SKIN

COVERED

IF CONTACT

LIKELY

EATING OR

DRINKING

WASH AFTER

CONTACT

IF HEAVILY SOILED AFTER USE
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CA007 PROPANE

Assessment 1153 Keyword Gas

Material/Process Propane Data Sheet 07


Supplier BOC Ltd Health Hazard MEDIUM HAZARD

Physical State Gas Env. Hazard MEDIUM HAZARD

UN Number 1978 Pkg Group N/AContents Propane 100%

IMC Discontinued No

Notes

Hazards

Considerations


Asphyxiant gas, ensure that oxygen level does not fall below 18%Health

- EXTREMELY FLAMMABLE

- ASPHIXIANT PROPERTIES

- CAN CAUSE COLD BURNS

- Do not breathe gas



Leakage

- EVACUATE AREA

- VENTILATE AREA AND EXCLUDE ALL SOURCES OF IGNITION

- WEAR SELF CONTAINED BREATHING APPARATUS

- SHUT OFF AT SOURCE- ALLOW TO DISSIPATE

- ENSURE AREA IS SAFE BEFORE RE-ENTRY

- ALL LEAKS TO BE HANDLED BY DESIGNATED RESPONDERS


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First Aid



- EYE CONTACT IRRIGATE USING EYE WASH AND GET IMMEDIATE MEDICAL ATTENTION

- SKIN WARM EXPOSED AREA SLOWLY

- SKIN CONTACT RINSE WITH WATER AND GET IMMEDIATE MEDICAL ATTENTION

Fire

- ISOLATED SMALL SCALE FIRE:-- ALL KNOWN EXTINGUISHERS CAN BE USED ON FIRE

- LARGE FIRE:-


- WEAR SELF CONTAINED BREATHING APPARATUS AND PROTECTIVE CLOTHING


- KEEP CONTAINERS COOL WITH WATER SPRAY

Handling Propane Cylinders in Any Areas (Not Confined) For up to Hour Daily

KEEP SKIN

COVERED

HEAVY DUTY IF CONTACT

LIKELY

EATING OR

DRINKING

WASH AFTER

CONTACT

IF HEAVILY

SOILED

Connecting Propane Inside Poorly Venti lated Areas For up to Hour, in a Well Ventilated Area For up to 8 Hours

and Outside All Day

KEEP SKIN

COVERED

HEAVY DUTY IF CONTACT

LIKELY

EATING OR

DRINKING

WASH AFTER

CONTACT

IF HEAVILY

SOILED
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