ࡱ> 5@ Fbjbj22 #XX >y 3338 4<H4$ cPx5x5555555^^^^?^R.aRc$OeRgc)755)7)7c55c5;5;5;)755^5;)7^5;5;;YPY5l5  k3+9X^Zc0cKY^h9NhY  Y&hY5L565;6,<6555cc  ,3$;  3 MORRISON AMP 3 WORKS QUALITY MANAGEMENT CONTRACT METHOD STATEMENT D076/MS-10 (Rev. A) HENDY PUMPING STATION COLLECTION CHAMBER CONSTRUCTION Prepared BySignedDateChecked BySignedDateM. BennettL. Williams StatusApproved ByDateFor Construction Revised/ReviewedSignedDateRevised/ReviewedSignedDateRevised/ReviewedSignedDate Secondary Distribution List Issued To : Date Sign and Return Top CopyMorrison Title: Hendy STW, Collection Chamber Construction Scope: Method Statement Index: 1.0 INTRODUCTION 2.0 REFERENCES 3.0 RESPONSIBILITIES 4.0 PLANT & EQUIPMENT WORKS PROCEDURE RISK ASSESSMENT 7.0 EMERGENCY PROCEDURES The following personnel have been inducted in the procedures required to carry out the operations detailed in this method statement. PLEASE COMPLETE AND RETURN COPY TO PLANNING ENGINEER FOR Q.A. FILING. NAMEJOB DESCRIPTIONSIGNATUREEMPLOYER PERSON CARRYING OUT INDUCTION:_______________________(PRINT) ____________________________(SIGNED) ____________________________(DATE) INTRODUCTION This method statement covers the construction of the collection chamber associated with the 2500mm dia. storage tanks. It is to be used as a guide in conjunction with the Company Safe System of Work and current Method Statement No. D089-003, Issue 1, Rev. A. REFERENCES Method Statement Ref. D089-003, Issue1, Rev. A Construction issue drawings DLCE procedures for excavation alongside live services Appropriate COSHH data sheets Public Utility Drawings PUSWAS DLCE Safe Systems of work document DLCE Safe entry into confined spaces (Doc 1.11) RESPONSIBILITIES Persons in charge: J Prichard Project Manager 07801 663014 L Williams Site Manager 07801 663002 M Bennett Senior Engineer 07736 162850 C Heydon Site Supervisor 07801 663006 PLANT & EQUIPMENT Komatsu PC340 excavator Komatsu PC210 excavator Komatsu PC128 excavator 6t Dumper Heras Fencing Compressors c/w appropriate air lines 4/6 pumps c/w settlement tanks Concrete skip Associated small tools 5.0 Works Procedure Induct all operatives associated with the works on this method statement/risk assessment and inform them of the location of the welfare facilities and first aid provisions prior to commencement of any site works. The site offices, canteen, drying room and storage containers will be positioned on the grass verge adjacent to the existing pumping station buildings. It is likely that the units will be transported to site and off-loaded using a Hiab lorry complete with appropriate lifting equipment. A banksman will be present with the operator during all associated lifting operations to ensure safe working practices are maintained. Access onto, and around the site for all deliveries of plant/materials/equipment will be subject to the restrictions detailed in previous method statement ref. D089-003, Issue 1, Rev. A. All operatives, staff and visitors will wear appropriate PPE at all times. This will include as a minimum, hard hat, safety boots / safety wellingtons and hi-viz vest. In the event of PSE being required, all persons being asked to use such equipment shall be trained and deemed to be competent in its use. All such equipment shall be checked and certificated. Inspect the PUSWAS drawings issued in conjunction with MCL site staff to identify the position of all identified services. DLCE to be issued with a full set of PUSWAS drawings. If any services are present which have not been previously identified Morrison to liase with the utilities to physically mark the services out. Services requiring diversion are to be established and MCL/DLCE to liase with the statutory bodies to divert the services / pipeline route to avoid conflict. Carry out a complete CAT scan of the entire area to be excavated to mitigate the risk of damaging unidentified services. Lift any visible chamber covers within the area to help determine routes and confirm the above mentioned. If services are identified, mitigation works will take place to ensure no damage can occur to the services during the works (see above). MCL to issue a permit to dig. Collection Chamber Construction: When the position of the collection chamber has been accurately set out, a line for sheet-piling will be set. The near face of the sheet piles will be kept approximately 2m off the outside face of the proposed collection chamber to ensure safe and adequate working space is provided for all associated operatives. It is our intention to create a cofferdam-type temporary works system using 7m long Larssen LX16 interlocking sheet piles in conjunction with supporting hydraulic frames to support the excavation at the collection chamber. The current temporary works design requires ground level to be reduced locally by approximately 1m to a level of 6mOD. Following reduction of the ground level, excavation will proceed to a depth approximately 0.6m below this reduced level. The frame (Groundforce Mega/Maxi Brace type frame) and associated components will be lifted into the excavation using the tracked excavators complete with appropriate lifting equipment, and assembled as per the manufacturers recommendations. The sheet pile will be lifted upright using the PC210 tracked complete with appropriate quick release shackle. When the sheet is in position, the PC340 complete with piling hammer attachment will be used to grip the sheet so that the quick release shackle, attached to the PC210 excavator, can be detached. The PC210 will then move away to pick up the next sheet pile. The PC340 will then drive the sheet pile to the required depth. This will be required as necessary until all interlocking piles are driven. All lifting operations associated with the above will be carried out under the strict supervision of a competent banksman at all times. When the required number of sheets have been driven to the required depth, excavation will commence using a tracked excavator. Excavation will then continue to a depth approximately 3m below reduced ground level to enable the placement of the second supporting frame. Again, the frame and associated components will be placed using the tracked excavator and assembled as per manufacturers recommendations. When in place, excavation will then continue to formation level. As it is unlikely that the sheet piles will project high enough above ground level to provide edge protection, a scaffold post and double handrail will erected around the perimeter of the excavation. Upright scaffold poles will be driven into the ground using the excavator bucket, and associated handrails/toe boards fixed as required using appropriate clamps/brackets. Once the excavation is completed and all necessary temporary works are in place, entry will be gained to the workplace by means of a ladder. This ladder will be in a suitable condition and placed where there is no risk of damage from plant or materials being lowered into the excavation. The ladder shall be either tied at the top or footed by a secondary party. When the excavation reaches formation level, blinding concrete will be placed into the excavation. Blinding concrete will be discharged from the concrete wagon into the digging bucket of the excavator and placed into the excavation. The concrete will then be adequately compacted using a vibrating poker or tamping bar/rail. If deemed necessary a sump will be formed in the concrete in one corner to deal with any ground water entering the excavation. All the above mentioned excavating and concreting operations will be closely supervised by a competent slinger/signaller at all times to ensure safe working practices are maintained. When the blinding concrete is sufficiently cured, the bottom hydraulic frame can be removed from the excavation as detailed in the temporary works design. Following the removal of the frame, the concrete structure will be accurately set out and steel-fixing operations will commence. All steel reinforcement will be lifted onto the working platform using the tracked excavator complete with appropriate certified lifting equipment. All lifts will be closely supervised at all times by a competent slinger/signaller and all associated lifting equipment will have a current certificate of conformity. Steel-fixers will proceed to erect base reinforcement insitu. When completed, formwork will be erected around the base reinforcement, ensuring cleanliness and cover to reinforcement is achieved as per current construction issue drawings, prior to the placement of concrete. Concrete will be placed using a concrete skip attached to the tracked excavator. The concrete will be adequately compacted using a vibrating poker and finished as detailed on current construction issue drawings. When the base concrete has sufficiently cured, the base shutter will be struck and removed from the chamber. Prior to the erection of reinforcement to the chamber walls, all kickers will be either scabbled, or green-cut using a jetwash, to ensure good construction joints are provided. This will be carried out to all construction joints formed during the construction of the collection chamber. Steel fixing operations will then continue for the erection of wall reinforcement. Due to the overall height of the chamber, it will be necessary to erect a temporary platform for fixing wall reinforcement. This platform will be erected and maintained by a specialist scaffolding sub-contractor. Only trained and competent scaffolders will be permitted to change or alter the platforms if required during the construction of the chamber. When completed, the scaffolding will be signed off by a certified scaffolding supervisor and appropriately tagged prior to use by site operatives. Following the erection of wall reinforcement, shuttering will be erected to the walls. The majority of the shuttering will be formed at ground level in a designated area and will then be lifted into position using a tracked excavator complete with appropriate lifting equipment. When the wall shutters have been erected, a specialist scaffolding sub-contractor will attend site to erect a suitable access and working platform to enable safe concreting operations to the walls. When completed, the scaffolding will be signed off by a certified scaffolding supervisor and appropriately tagged prior to use by site operatives. When a suitable access is in place concreting operations will commence to the walls. Concrete will be poured using a concrete skip attached to the tracked excavator complete with appropriate lifting equipment, and will be supervised at all times by a competent slinger/signaller. Concrete will be adequately compacted using a vibrating poker. It is likely that the wall connecting the storage tanks to the collection chamber will be cast at a later date following the backfilling of the other three walls, removal of the current temporary works system and installation of the 2.5m diameter storage pipes. This will be detailed in a further method statement to be forwarded at a later date. When the concrete to the walls has sufficiently cured, wall formwork will be struck and removed from the excavation using a tracked excavator complete with appropriate lifting equipment. The walls will then be backfilled in layers using a suitable compactor with materials as per current construction issue drawings. The temporary works can then be removed. When the wall shuttering has been struck and collection chamber backfilled, the laying of the 2.5m diameter storage pipes will commence. This will be detailed in a further method statement to be forwarded at a later date. Construction of the chamber roof slab will be carried out following the installation of the storage pipes and casting of the remaining wall. It is likely that the roof slab will be cast insitu using an approved falsework design, details of which will be forwarded at a later date. The falsework system will be erected by competent personnel only, ensuring the correct centres are used for standard positions and ledger/transom braces are fixed securely in the correct positions/directions. The falsework will be checked by the temporary works co-ordinator (S.Williams of MCL) and signed off for use prior to loading with any soffit timber or reinforcement. When the soffit (incl. box-outs for openings), external shutters and reinforcement are complete in accordance with current construction issue drawings, and following a satisfactory inspection ensuring cover to reinforcement and cleanliness of pour, concreting operations can commence. This is likely to be carried out using the crane or excavator complete with concrete skip situated at ground level. When the required volume of concrete has been placed, the exposed face of concrete will be finished as required (see current construction issue drawings). The stripping out of soffit and falsework will only take place when the concrete has reached at least two thirds of its design strength. Additional concrete cubes will be made for this purpose and tested as required. The removal of falsework will be done as per the recommended erection sequence in reverse, adhering to all notes made on construction issue drawings relating to removal. All benching will be formed using a dry mix concrete and topped using grano type material to provide a good finish. Materials will be mixed by hand at ground level and lowered by hand into the chamber. The required number of brickwork courses will then be laid and cover/frame will be installed prior to reinstatement. All operatives shall be trained and deemed competent in all activities they are asked to undertake. Informal progress meetings will take place between MCL and DLCE to advise on programme and target dates. Daily safety reviews will also take place. DLCE site management will carry out as a minimum weekly safety inspections, a copy of these inspections will be handed to MCL. DLCEs independent safety Advisors will also carry out random safety inspections. Copies will be handed to MCL. Toolbox Talks will take place on a weekly basis, MCL are invited to attend. ANY DEVIATION TO THIS METHOD STATEMENT MUST BE SUPPLEMENTED BY USING THE DLCE METHOD STATEMENT AMMENDMENT SHEET. THIS SHEET WILL THEN BE ISSUED TO MCL FOR APPROVAL/INFORMATION 6.0 RISK ASSESSMENT (see site H&S file). 7.0 EMERGENCY PROCEDURES. In the event of an emergency carry out the following: Withdraw to a safe position and make safe the area. If the nature of the emergency is life-threatening contact the emergency services immediately by dialing 999. Give them clear and precise information on the nature of the injuries, the site address and directions to the site: Harleyford Road Hendy Camarthenshire SA4 1UT Contact either of the following DLCE members of staff: Jamie Prichard 07801 663014 Lyndon Williams 07801 663002 Matthew Bennett 07736 162850 Stay with the casualty until relived by the first aider, the first aider on this project is David Bayliss or James Smith of DLCE. He will stay with the casualty until the emergency services arrive or transport to hospital for further treatment. Suspend work immediately, review the situation and seek advice on whether it is permissible to re-start work. Site management to fill in the appropriate documents ie. accident book etc. and inform the HSE (if necessary) in accordance with RIDDOR. Report all near miss incidents on a no blame culture to prevent any similar situations. The assembly point for the site is in the welfare compound and will be clearly signposted with a green / white sign. For fire safety refer to MCL procedures which will be displayed in the mess room on site.  Method Statement No.: D076/MS-10 (Rev. A) Title: HENDY PUMPING STATION COLLECTION CHAMBER CONSTRUCTION  PAGE 1 FGKZ[\s   , - J K h i ! 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