ࡱ> q` :bjbjqPqP ::1%XXXXXXX4```h`,$axDcDcDcDcDcWdWdWdļƼƼƼK9 ht9XeSdWdee9XXDcDcN0m0m0me$XDcXDcļ0meļ0m0mԭTXXDc8c @NK`f(>d0fzgJ|X(WdLd60md,eWdWdWd99ldWdWdWdeeeeY``XXXXXX  DLCE METHOD STATEMENT Project: Bolton Hill to Preselli Trunk MainProject Ref No:Activity/Operation:The open-cut laying of 450mm diameter water main Pipe Laying method.Location:Bolton HillPeriod from:19/07/04To: Completion Project Manager:Mark PophamSupervisor: Steven MorganSub-contractor:David Lewis Civil EngineeringPlant / Equipment to be usedKomatsu 128 excavators- 2 No Tractor & Trailer Grab wagon equipped with HIAB Dumpers 3No Shoring materials (if necessary) Hand tools Trench rammer Rammex compactor Stihl saw Permits requiredTraining Required Permit to dig. David Lewis competent person to issue.Plant operatives to hold CITB CTA Card. One man to be NRSWA accredited. All Operatives to have blue stripe cards.  Dos and Donts (As per Task Specific Risk Assessment)Dos Provide hard barriers to keep the public out of the danger area. Make sure you have a ready supply of shoring materials. Make sure that we have conferred with the owner of any over head power line before starting work. Donts Proceed unless traffic management has been established in the appropriate areas.  Document Prepared ByApproved ByName/Position Gavin Powell, Engineer, DLCE.Date Name/Position Steve Jenkins, Project Manager, Laing ORourke.Date SignatureSignature SEQUENCE OF EVENTSITEMACTIVITYDuctile iron pipe is being supplied in 5.5m lengths and is delivered directly to compounds local to the work area and offloaded via the HIAB that is integral with the delivery vehicle. If deliveries have to be unloaded by other means i.e. all terrain fork lift truck, J.C. B. or excavator then the S.W.L. of the lifting device must not be exceeded (1000kg for the J.C.B.) and strops rated at not less than twice the weight of the load must be used. N.B. Plant operators MUST hold the appropriate CITB CTA Card or NPOR Gold Card. Pipes must be stacked safely on timber frames and the number of pipes in individual stacks is not to exceed 4.Where individual lengths of pipe are to be installed the procedure is dependent upon local site conditions, environmental and physical constraints, the nature of the pipe i.e. type, length, diameter, wall thickness, weight etc. The procedure described below is thus purely generic and is to be used for guidance only.Ductile iron pipes are to be delivered to site by the HIAB Grab Wagon. 10 No pipes are loaded, individually, onto the wagon using the appropriate lifting chains. They are taken to site & offloaded in the carriageway adjacent to, but in advance of the trench. They are to be chocked using the timber frames on which they were delivered. Pipe laying commences thus: The trench is opened and dressed with the required depth of pipe bedding as per client specification. Trench support will be used where ground conditions are bad or the dig depth is over 2m. The rubber insert of the female end of the first length of pipe is greased. The pipe is then lowered into the trench and spragged against the back wall using suitable timbers (the male end of the pipe being placed against the back wall). The rubber insert in the female end of the second length is greased. It is lowered into the trench and male end is offered up to the first pipe and fully located by extending the boom arm of the excavator. Further pipes are installed as per the system described above. As pipes are installed further bedding is deposited into the trench to give the required depth of cover as specified by the client. The trench is then back-filled using a combination of the arisings and imported fill or if the trench is in a carriageway using imported fill only (under these circumstances the trench must be backfilled and reinstated in compliance with the standards prescribed by HAUC). All compaction equipment is to be lifted into the trench mechanically. N.B. A man will have to enter the trench to remove the strop and to guide pipe during the jointing process. It is incumbent on the foreman to check the stability of the trench and to supervise the installation of any temporary support that may be deemed necessary to ensure the safety of his subordinates. SUPPORTING SKETCH / INFORMATION PROJECT EMERGENCY PROCEDURES 1.0 INTRODUCTION The purpose of developing an Emergency Action Plan is to focus the Project Management Team on their priorities in the event of a real emergency. Their prime objectives are to: Save life Relieve suffering Minimise loss Contain the incident Resume normal working as soon as possible. These procedures describe the planned response to such an event. EMERGENCY RESPONSE 2.1 CABLE STRIKE 2.1.1 Workmen are not in the trench The machine operator shall a) Stay in the cab of his machine until he is informed, by the statutory undertaker, that the cable is de-energised and that it is safe to do so OR b) His life is threatened by another hazard, e.g. fire, in which case he is to jump clear from the cab. THEY MUST NOT CLIMB DOWN HOLDING ANY PART OF IT OR THEY WILL BECOME THE EARTH PATH AND BE ELECTROCUTED. The banksman shall a) Remain on guard in the hazard area, until relieved by his supervisor, to prevent others from touching the machine or entering the trench; and b) Immediately make contact with his supervisor by telephone or radio to appraise him of the incident. Where the supervisor is the senior person in charge on the site, he shall a) Promptly inform the statutory undertaker in order to organise the isolation of the power supply to the affected cable; and b) Thereafter inform the Project Manager. Where the supervisor is not the senior person in charge on the site, he shall a) Promptly inform the senior person in charge on site and b) Thereafter make his way to the hazard area and relieve the banksman. The senior person in charge on site shall a) Promptly inform the statutory undertaker in order to organise the isolation of the power supply to the affected cable b) Where the incident is deemed reportable under the provisions of RIDDOR, thereafter inform those identified in the Emergency Plan (S11 H&S Plan) 2.1.2 Workmen are in the trench The procedure described in 2.1.1 above is followed with these additional provisions. The workmen shall Immediately evacuate the trench leaving any casualty behind. Where a casualty has been identified The supervisor shall Summons the Emergency Services by dialling 999 and informing the operator of The nature of the incident; The precise location; The number of casualties. b) Then follow the procedure identified in S 2.1.1 above. 3.0 GAS MAIN STRIKE 3.1 The workmen shall Cease operations forthwith; Switch off any power tools and mechanical excavators; Prohibit smoking; Evacuate the excavation and post sentries to prohibit entry into the danger zone; Promptly inform the foreman. 3.2 The Foreman shall Promptly inform the local project office to appraise them of the situation. The Local Office shall Promptly contact the statutory undertaker to arrange any repair EXCAVATION COLLAPSE 4.1 Men are not in the excavation 4.1.1 The foreman / ganger shall Forthwith instruct his team not to enter the excavation; Inform the Agent by telephone; Post a sentry to prevent others entering the danger zone. 4.1.2 The Agent shall In consultation with the foreman / ganger make an assessment of the condition of the excavation and determine the safe method of recovering the situation; Inform the Project Manager; Complete a PAIR Report (the incident is to be treated as a close miss). 4.2 Men are in the excavation Nobody is trapped or injured Follow the procedure outlined in 4.1 above. 4.2.2 A workman is trapped or injured; REMEMBER THE PRIORITY IS TO SAVE LIFE DO NOT PUT YOUR OWN LIFE AT RISK BY ENTERING A COLLAPSED EXCAVATION WITHOUT FIRST ASSESSING THE RISK OF FURTHER COLLAPSE AND, WHERE NECESSARY, INSTALLING TEMPORARY SUPPORT. The foreman / ganger shall Immediately summons the Emergency Services by dialling 999; Inform the Agent; Make initial preparations to recover the trapped or injured. The Agent shall Forthwith inform the Contract Manager and Immediately make his way to the incident to assume control. The Contract Manager shall Forthwith inform those identified in the Emergency Plan (S11 H&S Plan). 5. FIRE Only persons who have been trained in the use of portable extinguishers are to attempt to fight fires. In the event of a fire: The Workmen shall Evacuate the immediate danger zone and post sentries to prohibit others from entering (particularly members of the general public); Inform their local fire warden; Where there is no local fire warden, immediately summons the Emergency Services by dialling 999, giving them the following information: Locality and nature of the incident; Numbers of casualties (if any). Inform the Agent. The fire warden shall Make an initial assessment of the incident and either attempt to extinguish the fire OR Summons the Emergency Services as above. Inform the Agent. The Agent shall Complete a PAIR Report within 24 hours of the incident; Inform the Contracts Manager. 6. EMERGENCY NUMBERS Welsh Water / Hyder 0800-0520130 Swalec 0800-0520400 Transco 0800-111999 B.T. 0800-800865 Police Station Haverforwest 01437-763355 Withybush hospital Haverfordwest 01437-764545  PROJECT:Bolton Hill ACTIVITY : 450mm diameter pipe layingPersons at Risk No. OPERATION HAZARDEmployees.PublicSubcontrrs.Others RISK (H / M) KEY ACTIONS TAKEN TO REDUCE RISK 1. 2. 3. 4.Breaking the ground Delivery & storage of pipes Installing pipe Manual handling of equipmentContact with buried services Contact with overhead cables Collapse of excavation Falling objects Fall into the excavation Falling object Collapse of excavation Falling into excavation Damage to persons such as back injury Y Y Y Y Y Y Y Y yY Y Y  yH H H H H H M M M1. Issue of a Consent to Dig & specify safe digging technique. 2. The safe digging technique is to specify that power tools & mechanical excavators are not to be used to open the ground until all dangerous services have been fully exposed. 3. Operatives to have attended the Excavation Training Course. 4. Provision of Protex wear. 5. Provision & maintenance of hard barriers to exclude others. 1. The hazard is to be eliminated by sheathing LV conductors & isolating HV lines following consultation with WPD. 1. Foreman to inspect every excavation BEFORE authorising entry. 2. Provision of support where foreman deems it necessary. 3. In fields consider benching. 4. Provide hard barriers to keep heavy vehicles & unnecessary plant remote. 5. Remove spoil as it is produced or keep it well away from edge of excavation. 1. Remove spoil as it is produced. 2. Store materials remote from the edge of the excavation. 3. Dress the sides of any excavation to dislodge loose stone & debris. 4. Pre-shift inspection by the foreman. 1. Provision of hard barriers to exclude others & keep vehicles remote from the edge. 2. Provide safe access into & egress from excavations. 1. Provision of compound areas to exclude pedestrians & motorists. 2. Stack pipes no higher than 4 No high & use timber frames. 3. Comply with provisions of LOLER. 1. Temporary works to be provided where deemed necessary. 2. No operatives to enter an unprotected trench deeper than 1.000m. 3. Ladder for access and egress. 1.Lift equipment mechanically where possible 2. Where this is not possible use at least two people for heavy objects. Assessed By:G PowellDate: Method Statement Ref No: Subject: Site: Talk given by: Position: Date given: I have been briefed of the contents of the attached method statement / risk assessment, and fully understand all that has been said to me. I have also had the opportunity to raise any queries relating to the work that is to be carried out. Method Statement Induction SheetDateNameCompanySignature     DLCE : DCWW Capital Water Alliance METHOD STATEMENT M/S No: Bolton Hill Trunk Main LAING TASK SPECIFIC SAFETY RISK ASSESSMENT SHEET Task Specific Safety Risk AssessmentRev.  DLCE : Bolton Hill METHOD STATEMENT M/S No:. 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