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    IBDRS Pipes integration into the poured concrete 2

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    Presents: A-Paula, Joachim, Nina, Fabio, Claudio, Pierre, Johan, Martin, Ida, Aleksander, Edouard.

    The goal of this meeting in to do a follow up to the previous meeting on 20.5.2025 (see presentation).

    Summary:

    • contact Vacuum colleagues to advice them the possibility to move some pipes into the separator HRS during LS3 - action Stefano
    • Integrate the 6 pipes A--> B poured in the concrete slab in the civil engineering market, even if not in IRP DS - Action Martin
    • check if building 738 water drains can be connected to normal wastewater network - action Martin and Fabio
    • the tank for potential contaminated water under the target area will be open on top but if necessary (evaporation) we can install a light cover 
    • the tank capacity will be of 250 L (1 complete dump leak  is 110 L) - the tank has to be  easily accessible from the floor hatch
    • the tank pump and piping will not be permanent, they will be installed just in case of necessity
    • the dry drain installed in East Area TA8 will be adapted for our needs on top of the tank - action Stefano, Nina
    • study the interface between the dump enclosure bottom and the water drain pipe - action Ida, Aleksander, Edouard
    • define number and diameter of EL pipes reservation - action Stefano
    • dump ventilation if needed (condensation) : organize a dedicated meeting with Edouard, Ida, Aleksander and Fabio - action Stefano
    • additional irradiation point: to be discuss between us and Marco in 12.8.25 meeting
    • RP validation for the corings (for survey, feed through...) - action Claudio and Stefano for 3D

     

    Kind regards,

    Stefano

     

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