Sealed Judgement Neate 1219 of 2020 · MCU18/0015

      c.   the sewer connections from each dwelling must connect to a private sewer generally
           as shown as a yellow line on Site Plan – Indicative Construction Footprint (165-DA-
           058-P) dated 26 June 2025 (save that if the single collection manhole option is used,
           the origin of the sewer line will necessarily be the location of that single collection point,
           which is likely to be adjacent to dwellings 5 and 6 identified on the Approved Plans)
           with either:
           i.     each dwelling required to provide a private pump to lift sewerage to the level of
                  the private sewer; or alternatively
           ii.    a single collection manhole at the northern end of the site must be provided to
                  collect all sewerage from the dwellings using gravity flow with a single pump lift
                  back to the level of the private sewer;
      d.   the sewer lines from each dwelling must ultimately connect to the main sewer at
           manhole SM2668739;
      e.   all private sewer works must be installed during, or prior to, the construction of the
           driveway;
      f.   at the northern end of the Construction Footprint, the sewer must be directionally drilled
           in a north to north-westerly direction to connect to existing sewer manhole SM2668739;
      g.   the sewer lines within the boundaries of the site must be and remain the responsibility
           of the body corporate for the development; and
      h.   that part of the sewer line west of the property boundary must be in public ownership.
56.   Certification must be submitted to Council from a qualified person* which certifies that the
      development has been constructed in accordance with the Approved Plans, particularly the
      report of Dr Trevor Johnson, as varied by the conditions of this approval.
      *(Refer to Advisory Note)
      Construction Management
57.   The construction of the development (including the sequencing and methodology) must be
      carried out in accordance with the Approved Plans, particularly the report of Mr Jim Dixon
      dated 11 August 2023, unless otherwise varied by the following specific conditions:
      a.   any excavator on the lower levels (that is, other than on the access road):
           i.     must not exceed 5-tonne in weight;
           ii.    must not exceed a track pressure of 35kPa;
           iii.   must not exceed a footprint pressure of 15kPa;
      b.   excavated soil must be double-handled and soil must be locally stockpiled above the
           access road retaining wall and used for backfilling or removed from the site and the
           retaining wall for the access roads must be designed to support any fill surcharge loads;
      c.   in relation to all piling required for the development (including piling for retaining wall
           structures on the lower-level platform where the finished floor level is above natural
           ground level (i.e. a suspended floor)):
           i.     any piling rig must sit totally in cut (and not on natural slope);
           ii.    while piling is being carried out on a lower-level platform, all access and
                  movement in this area must be limited to the piling rig, persons operating the
                  piling rig and the supervising geotechnical engineer, and the piling rig must run
                  parallel to the upper retaining wall;
           iii.   any piling rig used on the lower levels (that is other than on the access road level)
                  must not exceed 2-tonnes in weight;
      d.   the use of a 30-tonne piling rig is prohibited on the lower levels (that is, other than on
           the access road level);


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