ࡱ> FHABCDEG bjbjَ ^v&]4hJd4c8lv v p (8*8*8*8*8*8*8$9;N8N8 v  l (8(8J5\J,(8 16&Z7BMethod Statement Title: Site Set-up & Pipebursting at St Johns Valley, St Athens Q84 Method Statement No: 01/42100/1244 rev A0Catchment Area: BarryPrepared By: W HUGHES Position: DIRECTORCompany: KNEX PIPELINESSigned:Date: Checked By: D WislockiPosition: Senior EngineerCompany: DLCE Signed:Date:Approved By: N JohnPosition: Project manager DLCESigned: Date: Accepted for use By: M HobbsPosition: CATCHMENT AGENTSigned: Date: Accepted for use By: Position: Signed: Date: Issued By: Position: Document ControllerIssue: Revision A0Status: For ConstructionDate: Issued To:Position:Please acknowledge receipt of your copy of this MS, by signing and returning the transmittal note:Transmittal Date:Project Office (orig)Site File (copy) 1. Introduction 1.1This method statement outlines initial proposals for this activity. Where it is identified that there is a need to change the method of work due to unforeseen circumstances for example, then revision, authorisation and issue will follow the same procedure as the original. 2. Risk Assessment 2.1See the appended risk assessment 3. Scope of Works 3.1PIPE Bursting and construction of new sewers, and associated manholes, flow turning.4. Responsible Persons in Charge 4.1Name:Position:Mobile:PAUL TAYLORFOREMAN07739 819147CARL TAYLORTEAM LEADER07785 8366624.2The Catchment Agent is responsible for the satisfactory completion of the works.5. Equipment and Plant. 5.12 no 360( Excavator5.2Small Tools5.31 no 20T Lorry5.47 tonne swivel dumper5.52 No 6 super silent pumps5.61 Butt-fusion Apparatus 5.7Heras Fencing5.8Trench Support Systems5.9Pipe Bursting Apparatus 6. Induction/Training/Permits 6.1All site personnel to receive Project SHE Induction records available at the Treforest office, Willowford, Main Avenue, Treforest Industrial Est. 6.2All site personnel will then be familiarised with the site and made aware of any hazards, by way of a site specific induction.6.3All operatives working in the areas described in this Method Statement and Risk Assessment must be briefed on its contents. Operatives must sign the attached briefing attendance sheet to confirm that they have been briefed and understood the contents. Operatives will also receive a site induction and environmental induction, and will sign appropriate attendance sheets.6.4The Permits that are required to be issued for works to be carried out under this Method Statement and Risk Assessment are as follows: Permit to Excavate Permit to enter confined space (Issued by AMEC) Category A All operatives involved in confined space work to hold a current City & Guilds or NVQ level II certificate.6.5All required Permits will be issued by the AMEC designated person prior to the works commencing.7. Procedure/Method of Work 7.1Site set-up7.1.1Prior to commencement of any works the Site Engineer will mark out the working easement. 7.1.2The Site Engineer will mark out the location of any existing services in the close vicinity of the work area by using the service drawings provided and also a CAT scan. Any excavation work will be conducted under a Permit to Excavate.7.1.3Signage will be fixed to the compound fencing detailing contact numbers, PPE and access requirements etc.7.1.4Access for deliveries will be via St Johns View site entrance. Warning signs will be erected on ether side of the access junction off the main road, alerting motorist of the site access ahead. Due to the poor vision splay on leaving the site, material lorries arriving on site will be guided by a banksman during unloading procedures. He will be responsible for opening the entrances into the site and ensuring that the entrances are closed and secure after deliveries. The entrances must be kept closed at all other times. During break times it will be necessary for one person from the gang to supervise and maintain security on the site, by ensuring that all accesses are closed and secure. Topsoil will be stripped and stockpiled within the compound area, with an archaeological watching brief. The compound will be compacted hardcore.7.1.5The welfare facilities provided will be by way of an all in one site office toilet, shower, canteen and drying room. This will be located at the rear of St Johns View. Compound general waste will be discarded into a general waste bin. A COSHH bin will be provided for all COSHH waste. There will also be a COSHH cage for the storage of COSHH materials, a container for the storage of general materials. There will be the provision of hot and cold water facilities for hand washing. This will be essential to reduce the risk of industrial dermatitis. Water supply will be sought from nearby property, otherwise tanks will be supplied to provide washing water7.1.6Access to the working area will be via an easement though fields. This will not be top soil striped how ever demarcation pins will be installed to keep plant and machinery movement in the approved zone. 7.1.7Any scrub clearance required will first be checked by a registered ecologist. Any vegetation cut will be left 24hrs before removal, to allow fauna to move to undisturbed areas. An ecological watching brief will be maintained during clearance. A chainsaw will be used to remove agreed trees and branches, the operator of which will be suitably trained and experienced.7.2Launch and Reception Pits7.2.1Once the Site Engineer has marked out the location of existing services, a Permit to excavate will be issued.7.2.2The Site Engineer will mark out the area where the works are to be conducted. "Heras" type fencing will be used to fence around any construction area on site. 7.2.3It will be necessary to install a trench support system during the excavation process. The temporary works system is detailed on the attached drawing and should be adhered to at all times. Should an adaptation of this system be required proposals should be made to the temporary works designer who will approve the modifications. They will be lowered into the excavation by the use of the excavator. As the excavation progresses, the temp works will be pushed in to support the banks. All straps, chains and shackles will have current test certificates, and be tagged with the current colour code. A nominated person will bank the machine during the lifting operations and whenever a movement is required. This will be in the form of sheets and frames entry will be gained to the workplace by means of a ladder access. 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, and shall be either tied at the top or footed by a secondary party.7.2.4Barriers will be provided around the top perimeter of the excavation. These will be a minimum of 910mm high. Where possible, this will be done by utilising the temporary works system, which will protrude above ground level. All vehicle movements within the vicinity of the works area will be under the supervision of a banksman.7.2.5Once the excavation is completed and all necessary temporary works are in place, a gas monitor will be lowered into the excavation. It should be lowered to a height of approx. 1.6m above base level. The gas monitor should be left for approx. 5mins, then readings checked. If there is no alarm, then it should be considered safe to enter. If there is an alarm, there should be no entry into the excavation. The site supervisor should be notified of the alarm. The gas monitor should be used in the working area at all times. Entry will be gained to the workplace by means of a ladder access. 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, and shall be either tied at the top or footed by a secondary party.7.2.6Temporary works, material aggregate, plant and pipes will be lowered into the excavation by the use of the excavator. All straps, chains and shackles will have current test certificates. A nominated person will bank the machine during the lifting operations and whenever a movement is required.7.3Pipe Bursting7.3.1 7.3.2 7.3.3 7.3.4 7.3.5 7.3.6 7.3.7 7.3.8 7.3.9An excavation will be made at the extremities of the length of sewer to be burst. This is normally 100mts or manhole-to-manhole which ever is the lesser. Temporary works will be installed dependent on depth and ground conditions at each location (see 7.3.3) Over-pumping of the sewer will be required for the duration of the bursting activity. An inflatable stopper complete with bauer coupling will be installed in the sewer upstream side of the burst. Pump bagging will run from this to a super-silenced pump, and then delivery bagging run the length of the burst to the downstream sewer pipe. As soon as the burst is complete and equipment removed, flows can be returned down the replaced pipe. Over-pumping pumps will be placed in drip trays with at least 110% spill containment capacity. A section of the existing sewer will be taken out; the base of the excavation will be levelled so that the pipe-bursting rig sits level and flush with the existing pipe to be burst. The pipe-bursting rig is then lowered into the pit by means of an excavator, the lifting chains or slings will have a current certificate of conformity. The pipe-bursting rig will then be connected to the power pack and bursting rods will be inserted up the sewer line until they reach the reception pit. An expander and splitting head will be connected to the rods along with the new pipe to be installed. The rod gripping mechanism is reversed and the rods are then pulled back, in doing so the splitting head and expander breaks and displaces the existing pipeline pulling in the new pipe as it progresses. The bursting operation continues until the splitting head, expander and new pipe is exposed in the starting pit. The bursting rig is then removed along with the bursting accessories to leave the newly installed pipe exposed; this is then connected to the original pipe or a new manhole built online. For the burst under the carriageway (MHs STO1684302 to STO1685301) the over-pumping bags will be placed through the culvert running under the road, and into the downstream manhole in the garden (No6 St Davids Crescent)7.4Pipe Welding7.4.1The pipe to be used on this project is polyethylene, therefore the proposed method of jointing is butt-fusion. The welding procedures is as follows : Check site is suitable and level and there is a tent to cover the fusion operation in the event of adverse weather. Check the fusion machine is complete and in good working order and as a current calibration certificate. Check the generator as a full tank of fuel. The machine will be switched on and the correct pipe size and SDR rating shall be set. The pipe will be placed on rollers to prevent drag. Covers will be placed over the end of the pipes to prevent draught. The pipes shall be loaded and clamped into the machine using safe lifting practices. The auto trim button on the control box shall be pressed and the trimming cycle will commence. The clamps will automatically open when the trimming cycle is complete and the swarf or trimmings will be cleared from the carriage. The control box will automatically close the clamps and check pipe alignment. On successful alignment the control box will automatically engage the heater plate and the heating cycle will commence. The control box will automatically open the clamps, lift the heater plate and the machine will commence with the jointing mode. The control box will not instruct the clamps to open until the joint proves successful and sufficient time as lapsed and the pipe joint cooled. At this stage a joint bead sample may be taken for future reference. Should any manual cutting of the pipe be required, the pipe will be supported securely and a hand held jigsaw will be used. An angle grinder should not be used for this operation7.4.2All operatives involved in the pipe welding operation will be suitably trained and experienced.7.5Manhole Connections7.5.1The connection to manhole SO1685301will be to an existing manholes and will be conducted under Category A confined space procedures (see attached). All operatives will be suitably trained and experienced.7.5.2Diamond drilling (and possibly breaking out using pneumatic tools) will be necessary. The diamond drilling will be conducted by an approved sub-contractor, with appropriate method statement and the operators will be required to submit a copy of their training records and CITB ticket, which will be filed.7.5.3All other manholes on this project shall be renewed. Existing manholes will be removed by excavator and excavator mounted hydraulic breaker. The driver will have the relevant certificate and be assisted by an experienced banksman. Ear protection will be required for this operation.7.5.4The manholes will be constructed within MH boxes or sheet piled excavations (see attached temp works design). The sheet piles will be pushed into the ground with the use of a machine, the operator of which will be trained accordingly. Boxes, sheet piles and frames will be lowered into the excavation by the use of the excavator. All straps, chains and shackles will have current test certificates. A nominated person will bank the machine during the lifting operations and whenever a movement is required.7.5.5During the construction of manholes, appropriate access and egress into the excavation must be provided. The surrounding ground level will be raised as the manhole is built to remove the risk of falls from height. A ladder will be provided as access to the manhole (suitable for the task, and tied off).7.5.6Due to the comparatively shallow depth of the manholes, a single ring section will be sufficient. The rings will be lifted using manhole lifting pins, suitably inspected and tagged with the current lifting colour (red June 04 Nov 04). The slab will be placed and the chamber shuttered and concreted. 7.5.7 The following day the shutters can be removed and the chamber backfilled. All excavations will be backfilled with excavated material and compacted in layers.8.0Reinstatement8.1All works undertaken in the gardens will be reinstated to as near to the original specification as possible.8.2All grassed area will be re-seeded, although some areas may be turfed if required. Marshy grassland areas will have the removed turf replaced upon completion. 9. Quality Assurance 9.1Upon completion and commissioning of the new sewer, all works materials will be removed from the working area9.2All construction work shall be undertaken in accordance with the specification and the addendum.9.3All works undertaken in the gardens will be reinstated to as near to the original specification has possible. 9.4Heras fencing will be left in place until the working area is sufficiently safe. 9.5Upon completion of the pipe renewal, a CCTV survey will be carried out.10. Contingency Plans 10.1In the event of any incident requiring the attendance of the Emergency services, raise the alarm by dialling 999. The caller should be prepared to give their name, location and nature of the emergency. Then contact the Treforest office by telephoning on: 01443 848600 so that the relevant procedures contained in the Site Specific Plan (Section 5.0) can be followed.10.2In the event of a spill on site no matter how minor, site personnel must firstly find the source of the spill and Stop it, then Contain it by using the equipment available in the Spill Response Kit. Then Notify the Agent, Foreman or Engineer of the details of the incident.10.3First Aid kits are available in the Site cabins and with the appointed First Aiders.10.4Spill Response Kits will be clearly labelled and available at each site location, the Spill response procedure will be posted on all site notice boards. 10.5Damage to any statutory undertakers apparatus should be notified to relevant people using the following contact numbers:-Statutory UndertakerContactNumberBT0800 800151WPD0800 052 0400Transco0800 111 999Welsh Water08000 853968 11. Special Conditions 11.1No special conditions apply for the work being carried out under this method statement. Should any conditions be imposed they shall be briefed to the necessary operatives by means of toolbox talks.12. Approvals 12.1This method statement is only valid when the person who has prepared it and the persons who have authorised it have signed the front sheet accordingly.12.2This method statement should also be distributed to the persons on the method statement Tracking and Content sheet for approval status and/or comment. Contact with rat infested waterWeils DiseaseFatality Major injuryS4S3S12Good hygiene Issue PPE & train in use Tool box talks Welfare facilities COSHH assessmentS4S1S4Contaminated Water, SewageWater borne Pollutants / bacteria etc.Fatality Major injury PathologicalS4 E3S3 E4S12 E12Good hygiene Issue PPE & train in use Tool box talks Welfare facilities COSHH assessment Water testing regime Suitable clothingS4 E3S1 E1S4 E3 Liquid leakagesSpills. Poorly maintained plant. Damaged containers.Destruction of waterborne life forms. De-oxygenation of water courses. Contamination of natural watercourses.S3 E3S3 E4S9 E12All hazardous liquids to be placed in secure bunded areas. No re-fuelling of plant within river boundaries. Or over/adjacent to gullies. PPM scheme on all plant. Spill response kit on site. Spill response procedures in place. All washing out of equip. away from site. S3 E3 S1 E1S3 E3Bacterial infectionBad personal Hygiene, touching Face/mouth with Dirty hands, infection Through open woundsSerious illness and possible deathS4S3S12Wash thoroughly after exit from contaminated areas(both equipment and body), do not touch face, wear protective clothing e.g. gloves and overalls, use barrier cream and cover abrasions with sterile waterproof dressing. Gloves and eye protection mandatory from 1st June 04S3S1S3Falling and tripping Falls into open manholes, chambers Serious injury or death due to fall from height. Falling onto sharp or awkward objectsS4 E1S3 E1S12 E1Solid barrier to physically prevent falling into open manhole. Use of signs to warn of open manhole beyond barriers. Provide substantial covering to possible fall hazard. S4 E1S2 E1S8 E1Falling objectsObjects falling onto operatives from existing ground level.Serious injury from impact and possible death.S4 E1S3 E1S12 E1Good house keeping to work area. Ensure operatives wear head protection.S4 E1S2 E1S8 E1General public and local residents, children.General public gaining access to the site causing injury to themselves.Possible death or injury due to falling, tripping and other accidents due to ignorance of the danger on construction sites.S4 E2S4 E4S16 E8Take all practicable measures to ensure that access cannot be gained to the work area during day or night. Provide signs to highlight the dangers present.S4 E2S2 E2S8 E4 Underground ServicesExcavation in the vicinity Electric cables Gas Mains etc.Fatality serious injuryS4S3S12Permit to dig system following examination of service drawings and liaison with stats. CAT scan of area. Trial holes as necessaryS4S2S8NoiseOperating plantEar damage Environmental impactS3S4S12Silenced plant Correct PPE issue and trainingS3S1S3Plant, Vehicle movementCollision with operatives and other plant& Livestock Working in restricted access areas.Serious injury, crushing possible fatality. Damage to plant and equipment. Injury to LivestockS4S3S12PPE High visibility clothing Use of trained banksman/signallers CTA trained plant operatives. Designed vehicle routes for deliveries & site traffic Environmental inductionS4S2S8Crushing due to trench collapsePoor ground conditions Adverse weather conditions causing ground rotation Ingress of ground water - underminingCrushing and /or burial of operatives at the work face. Possible ingress of plant and other operatives due to the surface effect. Usual effect of collapse S4S3S12Use of suitable temporary works as detailed on the temporary works drawings attached to method statement. Regular inspection of temporary works. Stockpile arisings away from excavation S4S2S8Eating and drinkingIncrease contact with contaminant during meal breaksIngestion due to direct contact via hand to mouthS34S12Provision of suitable welfare to include siting of wipes, skin safety cradle and appropriate disposal arrangementsS31S3COSHH, Substances ConcreteContamination of skin, due to contact with substances ConcreteDermatitis, rashes, blistering of the skinS33S9Good hygiene facilities, including the provision of hot and cold water for hand washing, COSHH assessment of substances, use of barrier creams and gloves and eye protection (mandatory from 1st June 04), and wellington boots for concrete S31S3Environmental storagePoor storage of contaminated material including disposable overallsRun off of contaminated material from spoil heap and mobilisation around site and pollution of adjacent watercoursesS3 E24 3S12 E6Dedicated storage area segregated away from other waste Bunding of sensitive areas Cover contaminated material Dedicated bins for disposable overallsS31S3 Jack hammers Heavy breakers Noise/Vibration caused by hammer action, and flying debrisDamage to hearing from prolonged use. Vibration injuries. Eye damage from flying debrisS4 E24 3S12 E6Avoid using hand held tools where possible. Use of machine mounted breakers in preference to hand tools. Concrete drilling and cutting operation in preference to hand tools. Ensure adequate ear protection. Eye protection. The use of gloves for breaking operation. Adequate signage around site. Rotation of operatives if extended use required. S31 S3Use of vibrating toolsHAVS, Damage to ears, eyes(from flying debris)Vibration white finger, eye injury, damage to hearingS33S9Low vibration tools to be ordered where possible, operatives to wear gloves and keep hands warm (to aid circulation), rotation of operation between operatives to reduce time using vibrating tools. Appropriate PPE must be worn during such operations (i.e. ear defenders, goggles, dust mask, gloves.)S32S6 Lifting operationsUncontrolled lifting of loads causing failure of lifting appliances or equipmentDropping of load in an unsafe manner uncontrolled slewing causing collision with plant or operativesS43S12Regularly tested appliances and equipment with test certificates, to be used. Current colour tag is Red for inspected equipment Trained banksman to control lifts.S42S8Moving/Lifting of loadFailure of lifting equipmentLoad falling Fatality Crushing/Injury DamageS43S12Only approved lifting appliances and equipment, with test certificates and current colour tag, to be used. Current tag colour is RED (June 04 Nov 04)S41S4Abrasive WheelsInjury to user and other personnel from flying debris or incorrect use of wheel.Serious injury and possibly death. Damage to eyes and hearing . Prolonged use can cause Vibration White Finger.S43S12Use of goggles (to BS2092) Use of ear defenders (E.A.R.Classic or similar). Use of gloves (short rigger type) Ensure all necessary guards are in place. Competent person only to change blade ensuring speed match. Do not use side of bladeS42S8Small toolsElectrocution of Operator due to faulty equipment. Injury from flying debris. Damage to hearing.Electrocution causing possible death or burns. Damage to eyes. Prolonged use may cause Vibration White Finger. Some small tools may exceed first or second action level db(a)S43S12Use of goggles (to BS 2092) Use of ear defenders (E.A.R.Classic or similar). Use of gloves (short rigger type) Small tools to be P.A.T tested prior to use. 110V tools only.S41S4Cutting PipeInjury from moving partsPossible injury to body during use.S43S12Use of jigsaw to cut polyethylene pipe (not angle grinder) Adequate support of the pipe Correct PPE Gloves, goggles, eye protectionS41S4Use of Shovels (Small Tools)Injury from worn/damaged toolsPossible injury to body during use. Flying fragment of metal.S33S12Use correct PPE Use of Gloves Equipment to be inspected prior to used Scrap tools when become worn or damaged Use the correct tool for the correct job. S31S3Air hoses Hoses blowing from winch/airspannerOperatives struck by hose end fractures head injuriesS33S9Correctly fitted hoses Hoses over 20mm to be fitted with whip checks Air supply turned off at tap when charging tools (No manual crimping) S31S3Diesel fuel Poor PPMDermatitis and poisoning if ingestedS33S9Cover exposed skin and wear gloves (PVC coated).S31S3Use of small toolsInjury to operativesCuts, lacerations and abrasions.S34S12Ensure that tools are fit for purpose. Check tools for any defects, signs of wear and tear, parts missing due to impact etc. Use of correct PPE. Gloves, eye protection, overalls safety footwear.S22S3 Manual LiftingInjury to operativesShort term & Long term injuries Crushing of LimbsS3 S34 4S12 S12Ensure that correct lifting procedure is adopted, and that operatives have training in correct manual lifting. Mechanical means of lifting to be used where possible. S4 S32 2S8 S6Confined Space Fire or ExplosionInjury to operativesS42S8Use of gas monitor , venting to chamber, no hot works in chamber, evacuation of chamber on alarmS41S4Confined Space Fumes / lack of oxygenOperatives overcomeS42S8Use of gas monitor , venting to chamber, evacuation of chamber on alarmS41S4Confined Space Trapped by free flowing materialOperatives crushed or suffocatedS42S8Appropriate trench support / isolation of chamberS42S8Confined SpaceRisk of floodingOperatives trapped or drownedS43S12Isolation, Check weather reports, post a watcher & monitor flowsS41S4Confined Space Excess Heat Operatives affected by temperatureS42S8Monitor operatives, take regular breaks, rotate operativesS41S4Fusion WeldingExposed hot surfaces Release of molten material Serious injury Burns Scolds Electrocution Damage to electrical equipmentS32S6maintained equipment Certification of conformity Trained personnel Issue of correct PPES31S3 Method Statement Title: Site Set-up & Pipebursting at St Johns Valley, St Athens Q84Method Statement No: 01/42100/1244 rev A0Issued By: M. GabrielPosition: Document ControllerIssue: Revision A0Status: For ConstructionDate: Induction By: Position: Signature: Date:  The following personnel have been inducted in the procedures required to carry out the operations detailed in this method statement. (Note: please complete the original method statement attendance sheet [to be kept in the on-site master file] and return when induction is complete. Copies of the original method statement are to be distributed to the method statement holders). (Note to Contractor: whenever the method of work changes significantly you must seek agreement from AMEC before proceeding. Remember to instruct all new starters and get them to sign below). Name:Job Description:Signature:Employer: Control Sheet: Method Statement/Risk Assessment Tracking and Content Name:Position:Consulted:Status*/Comments:W. HughesDirectorY/NAD. WislockiSenior EngineerY/NAY/NY/N Status*: A Work can proceed as described B Work can proceed when comments are incorporated C Re-submit before work can proceedNoPrompt ListYesNoIn PartN/A1Describes the works/individual tasks/the sequence and method?y2Names and titles of key personnel/supervisors responsible?y3Resources required eg. equipment, plant, men, materials?y4Programme of works and working hours identified?y5Interfaces/security of the client/public/other contractor identified?y6Specific risk assessment attached and satisfactory? Are all the hazards identified? Have all the risks been evaluated? (see item 7)y7High risk or safety critical activities identified/controls specified?y8Access/scaffolding requirements clearly set out?x9Certificates of competence or qualification of operatives provided?y10Certificates for plant/equipment/inspection/examination provided?y11COSHH, noise, manual handling issues dealt with?y12Personal protective equipment specified?y13Permit requirements identified?y14Monitoring (checks and inspections) identified?y15Any builders work in connection, identified/adequate notice given? x16Temporary protection/support identified (eg. fire, traffic, services)?y17Environmental controls/waste disposal identified?y18Craneage certificates/checklist/lifting plan in place?x19Lifting equipment certificates in place?y20Emergency arrangements/first aid/special welfare?y21Statement confirming operatives to sign as being inducted?y22Statement confirming regular eg. daily briefing of operatives by supervisor?y23Toolbox talks to be provided?y24Method statement signed on behalf of contractor?y25Any other (specify)? Any generic risk assessment must be amended/confirmed as site specific. South East Wales Sewerage Scheme - METHOD STATEMENT  Page  PAGE 1 of  NUMPAGES 1 1244 Rev. A0 08/06/04 South East Wales Sewerage Scheme RISK ASSESSMENT FORM AAACTIVIT ACTIVITY : Site Set-up & Pipebursting @ St Johns Valley Q84 Method Statement No. (if applicable) MS-01 - 42100 1244 rev A0Frequency1 Improbable 2 Unlikely 3 As Likely As Not 4 Probable 5 Highly ProbableHealth and Safety ConsequenceS1 Insignificant (No Effect) S2 Marginal (Minor Injuries) S3 Serious (Major Injuries) S4 Critical (Fatalities) S5 CatastrophicEnvironmental ConsequenceE1 Insignificant (No Effect) E2 Marginal (Minor Effect) E3 Serious (Major Effect) E4 Critical (Irreversible) E5 CatastrophicGroups affected by the riskEmployee x Contractor x 3rd Part (i.e. public) Other (Please State)RISK RATING = CONSEQUENCE X FREQUENCY(1-5 Insignificant), (6-8 Acceptable), PROCEED(9-15 Unacceptable), (16-25 Intolerable) WORK SHALL NOT START HAZARDUNDESIRED EVENTCONSEQUENCESBEFORE CONTROLCONTROLAFTER CONTROL (C) (F) (RR) (C) (F) (RR) Person completing assessment: W HUGHES Date 08. 06. 2004 Review Date: 08.12.2004 NB: Any assessments for expectant/nursing mothers and young persons shall be in conjunction with the S, H & E/ HR Departments.  Page  PAGE 16 of  NUMPAGES 1 1244 Rev. A0 08/06/04 South East Wales Sewerage Scheme - METHOD STATEMENT   Page  PAGE 18 of  NUMPAGES 1 1244 Rev. 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