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    Management Template

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    • Underground Sewerage and Surface Water Drainage Method Statement

    Underground Sewerage and Surface Water Drainage Method Statement

    • Posted by Hany Ismail, MSC, PMP
    • Categories Management Template
    • Date March 9, 2014
    • Comments 0 comment

    1. SCOPE

     This procedure covers controls to be carried out during construction of underground sewerage and surface water drainage works.

     

    2. PROCEDURE

    .1All sewerage and surface water drainage works will be carried out in accordance with the contract specification and good practice.

    Where specifications are not provided or are incomplete, the matter shall be referred back to the Consultant for additional information.

    .2 Depending upon the complexity of the work, and the requirements of the PQP, a method statement shall be prepared and approved by the Consultant which shall include:

    i)    Proposed plant and equipment.

    ii)    Jointing technique.

    iii)    Trench support (in case of deep excavation).

    iv)    Manufacturer’s jointing and installation details and test certificates (where relevant).

    v)    Sequence of activities.

    vi)    Compaction method and quality of fill material.

    vii)    Test plan.

    .3 Check delivery order and certificates against the specification and examine marks, labels and condition of material and components.

    .4 Unload and handle materials and components with care to minimise damage and soiling.

     .5 Before commencing excavation, fence or board the area of work so as to prevent unauthorised access. Provide adequate safeguards, e.g. gangways, handrails, notices or direction boards and lighting at night.

    .6 Contact local authority departments to obtain details of existing underground services. Proper marking will be employed on the site to avoid damage to any adjacent services.

    .7 Provide adequate trench support to retain the sides of excavations and ensure the safe and proper construction of works and completion of backfilling.

    .8 Spoil heaps stacked material and vehicles to be kept at a distance of more than the trench depth from the trench.

    .9 Temporary supports to excavations will be maintained in position until sufficient backfill has been placed and compacted to ensure the stability of the sides of the excavation.

    .10 Employ the proper jointing method as recommended by pipe manufacturer. Ensure that jointing faces are dry, clean and free from soil or bedding particles.

    .11 Finalise an intermediate test plan and water testing to be done to check water tightness of pipeline.

    3. DOCUMENTATION

    .1 Appendix FOUN/06A and Appendix FOUN/06/B, shall be used to monitor drainage construction. Approval to proceed will be given by the QA/QC.

     

     

     

    PROJECT: PROJECT NAME                        SITE NO.:

     

    CHECK SHEET FOR SEWERAGE AND SURFACE WATER DRAINAGE

     

    Sheet No.


    SUBCONTRACTOR:CLIENT

    SECTION OF WORK ____________________________ LOCATION _________________

     

    STAGE

    ITEM

    Checked

    by

    DATE

    PIPEWORK OR

     

    CHANNEL

     

    1. Set line and level.

     

    SU

    2. Check location of underground services before

     

    commencement of excavation.

     

    SE


     

    3. Checkinverts levels and gradients.

     

    SU

     

    4. Check correct diameter and material. Also check the compatibility of pipes, fittings and accessories for jointing e.g. ring seals, solvent cements, lubricants.

     

     

     

    SE


     

    5. Check position and no. of connections.

     

    SE

     

     

    6. Check availability of trench support material.

     

    GF

     

     

    7. Check bedding and granular surround.

     

    GF

     

     

    8. Backfill to specification material/compaction.

     

    SE

    9. Ensure protection of laid pipeline from damage byconstruction traffic.

     

    SE

    10. Pipe run rodded and tested.PE/MEP

     

    APPROVAL TO PROCEED

     

    QA/QC


    GULLEY

     

    CONNECTION

     

    1. Check correct gulley used.

     

    SE


     2. Check position and level of gulley.SE/SU  3. Check correct surround.GF  4. Check gulley grid.GF  5. Check gulley cleaned out.GF

     

    APPROVAL TO PROCEED

     

    QA/QC

     

     

     

    QA/QC – Quality Assurance/Quality Control, PE – Project Engineer, SE – Site Engineer,

    SU – Surveyor, MEP – MEP Coordinator, GF – General Foreman

     

    PROJECT: PROJECT NAME                        SITE NO.:

     

    CHECK SHEET FOR SEWERAGE AND SURFACE WATER MANHOLES

     

    Sheet No.


     

    SECTION OF WORK: ____________________________MANHOLE No: ______________

     

    STAGE

    ITEM

    Checked

    by

    DATE

     

    PREPARATION

     

    1. Set position of manhole and base level.

     

    SE/SU

     

    2. Check base concrete.

     

    GF

     

    3. Check correct base rings (outlets).

     

    SE

     

    4. Check rings/reducer/step irons.

     

    SE

     

    5. Checks cover slab level and location of opening.

     

    SE

     

    6. Check concrete surround.

     

    GF

     

    7. Check correct cover/brick bedding/concrete haunch.

     

    GF

     

    8. Check manhole benching.

     

    GF

     

    9. Clean out manhole.

     

    GF

     

    APPROVAL TO PROCEED

     

    QA/QC







     

    QA/QC – Quality Assurance/Quality Control, SE – Site Engineer, SU, – Surveyor, GF – General Foreman

     

    Download Underground Sewerage and Surface Water Drainage Method Statement in word format: CONTROL OF SEWERAGE AND SURFACE WATER DRAINAGE


    Tag:method statement, Surface Water Drainage, Underground Sewerage

    • Share:
    Hany Ismail, MSC, PMP
    Hany Ismail, MSC, PMP

    Hany Ismael is the founder and CEO of Planning Engineer Est. in Egypt. He has started his career back in 2003 as a site engineer, technical office engineer, planning engineer, planning manager, and finally planning department manager where he has been involved in several mega construction projects in Egypt and Saudi Arabia. In 2016, he established his own company in Egypt “Planning Engineer Est.” Hany gained his MSc degree in project management from Liverpool University-UK 2013-2016, PMP certified from PMI-USA 2010, and BSc Civil Engineer Tanta University-Egypt 2003. Hany provided more than 3,500 hours of planning and project management training on his website planningengineer.net, YouTube channel, and offline courses since 2011. He enjoys teaching project management in simple and practical way, and he developed several planning tools, techniques and courses.

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