001A333D.001

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                                                             RESPONSE TO INFORMATION REQUEST                 gatag

                                                                   mooring the
                                                                   unit,     to
                                                                   concrete
                                                                   anchors    in
                                                                   the    bank
                                                                   landward
                                                                   of       the
                                                                   pontoon; or
                                                                (ii) moored
                                                                    by piles;                        6     ;
                                                           (c)  if  a  relevant                         oat
                                                                planning                             so
                                                                scheme
                                                                standard      is
                                                                more. stringent
  @                                                             than        the
                                                                standard                                                      ty
                                                                mentioned — in                                         WO     ats
                                                                paragraph (a)                                           et
                                                           or (b)}—the relevant                                       we        TY
                                                           planning     scheme                                              ‘a aed
                                                           standard,   to   the                                                   4
                                                           extent  it  is more                                                    Ah
                                                           stringent  than  the
                                                           standard mentioned
                                                           in paragraph (a) or
                                                           (b).

              $019.1     Prescribed      tidal | PS19.1 = (s 6(2) solution)       PS19.1     Strand         Gardens
                         work    that   is   a             The    design    and              submits the prescribed
                         retaining       wall,             construction of the               tidal work is not for a               .
                         revetment          or            retaining       wall               retaining           wall
                         seawall, is designed              revetment or seawall              revetment or seawall,                .*
   @                     and constructed in a              is  consistent  with              therefore   SO19.1_   is            -
                         way to ensure it is               the        following              not applicable.                     *
                         able to support its               standards—                                                            TH,
                         intended       loads,
                         having regard to its              (a)   subject      to
                         relevant      loading                   paragraph (b), a
.                       matters                                  retaining wall,
 s                                                               revetment — or
                                                                 seawall is able                                                 ra
                                                                 to support   at                                  ,
                                                                 least        a                                                 7
                                                                 distributed live
                                                                 load of 3.0kPa;
                                                ,          (b)   if a   relevant
                                                                 planning
                                                                 scheme
                                                                 standard     is                                                   .
                                                                 more   stringent                                                 os
                                                                 than        the                                                 2
                                                                                                                                  “A
                                                                                                                          .      oo
              ss ——S                  SS                                                                                      2   a
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