ࡱ> 5@ "bjbj22 -XX RRRR<<<8<L.=k>>???DDDjkkkkkk$lRn%kECC"EE%kRR??:kHHHER?Vl?jHEjHH(I] J,{_?> eTpI<\F^ _8`D Pk0kC_8oF*op{_RRRRo{_@D>RD,H~D$DDDD%k%k$1&9G.&9 MORRISON AMP 3 WORKS QUALITY MANAGEMENT CONTRACT METHOD STATEMENT REF: D076 MS-01 REV-A ISSUE 1 HENDY-LLANNANT STW RATIONALISATION HENDY-PONTARDULAIS RISING MAIN: HP GAS MAIN CROSSING & PROTECTION WORKS Prepared BySignedDateChecked BySignedDateM Bennett17/05/04 Approved ByIssueRevDateStatusDate1AFor Construction Secondary Distribution List Issued To : Date Sign and Return Top Copy 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) 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. 1.2The working area plan and access route drawing is attached at Annex A.2. Scope of Works 2.1Excavation of services to provide information for design.3. Responsible Persons in Charge 3.1Name:Position:Mobile:Mark FinnSite Supervisor07712 4907453.2The David Lewis Agent is responsible for the satisfactory completion of the works.4. Equipment and Plant. 4.10Komatsu 210 & 130 excavators4.116t swivel skip dumper4.12Bog mats4.13Trench rammer4.14Bomag roller4.15Perimeter HARAS fencing4.16Safety signage as necessary4.17Trench support 5. Induction/Training/Permits 5.1All site personnel to be inducted records will be available at the site offices position to be confirmed.5.2All site personnel will then be familiarised with the site and made aware of any hazards. 5.3A Permit to Excavate will be issued by the MCL Designated Person prior to any works commencing and in the case of the excavation around the gas main by a TRANSCO nominated person prior to works commencement.6. Procedure/Method of Work 6.1Site Set-up6.1.1This method statement is developed to supplement the main pipe laying method statement. Its purpose is solely to identify the extra-over precautions to be implemented to ensure that neither the movement of plant over or, the excavation of the trench under the HP gas main have any detrimental effect on the condition of the apparatus and hence mitigate the risk to our operatives caused by working within the vicinity of the main. 6.1.2This method statement will only take effect once the site welfare arrangements etc are established. 7.1Excavation works beneath the HP Gas main:- 7.1.1From available PUSWAS drawings and current issue contract drawings it is evident that the proposed pipeline will cross the High Pressure gas main adjacent to Rugby Football Ground (see dwg Grid Ref: 258396, 203325, SN5803). At the crossing point the new pipeline will be circa 1.3m deep (ground level to crown). It will be necessary to arrange, in conjunction with Transco staff, a trial excavation over the existing gas main to prove the exact position and level of the main at the proposed crossing point. 7.1.2Due to the depth of our proposed pipeline and the pipe size, dragboxes will be used for the excavation works as the pipeline progresses. With the pipe outside diameter being approximately 300mm and the need for a bed and surround on the pipe the trench width will be circa. 900mm wide. The dragbox weight and depth of excavation along with the ground type will necessitate the use of a 13t tracked excavator which will work towards the river from the works. As the works near the demarcation fencing for the pipeline crossing the gas main will be exposed by excavating a slit trench which will be excavated at 90degress on the location previously identified by trial holing. The trench will be excavated entirely by hand to ensure no damage can be caused to the main. No sharp implements i.e. picks will be swung during the advance hand excavation again to ensure no damage can be caused to the main. Once the main is uncovered, machine excavation will be permitted to the extent identified by TRANSCO. This will be controlled strictly be a responsible and qualified banksman with operations also being undertaken under the guidance of a TRANSCO supervisor. 7.1.3Following an inspection of the site it has been noted that excavators can be positioned either side of the main by tracking along existing access roads which therefore negates the requirement for access directly over the HP main. Associated excavators will also change its bucket to a toothless bucket as an additional precaution. The trench will continue to be excavated and the trenchboxes pulled forward with the pipelaying operation until they are within a safe distance of the exposed main. At this point the excavation will stop and re commence at a safe distance on the opposite side of the main. This trench will then be excavated and a further box inserted on the opposite side of the main. The material beneath the main will be pushed out by hand as the excavation of the second box progresses. During these operations it is essential that no operative works outside the protection of the trenchboxes and the exact arrangement/distance of the boxes from the main etc need to be agreed between the site installation teams and the TRANSCO site representative to reach a safe working method for all parties whilst ensuring the integrity of the main. Once both boxes are installed to depth, the pipeline will be installed from within the boxes. Once installed the main will be immediately backfilled with 14mm pipe bedding being used for the entire void between the sewer pipe and the gas main. Dust will then be placed around the gas main to ensure the protection of the cathodic protection and the subsoil reinstated. 7.1.4Once the crossing is complete the demarcation fencing will be immediately re erected to limit site movements to the designated access routes away from the main. 7.1.5At no time during operations will surplus material be stored above the gas main. This includes temporary materials i.e. bedding/pipes as well as arisings from the trench excavation. 7.1.6No stationary plant will be parked over the main at any time.   Method Statement No. D076 MS-01a1 Title : HP Gas Main Crossing & Protection Works Page  PAGE 3 of 5 Rev. 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