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001A333D.001

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t"                              »    ¢       ”    :                                            .

                                                                                                                  ran                 :
                                                               RESPONSE TO INFORMATION REQUEST                    FUP                 “

                                                                                                                                      .
                                                                     used      for                                                   7
                                                                     remedial                                                          '
                                                                     work to any
                                                                     bank of tidal                                                     ~
                                                                     water      or
                                                                     any existing
                                                                     retaining
                                                                     wall,
                                                                      revetment                                                         ;
                                                                     or   seawall
                                                                     or      other
                                                                     existing
                                                                      structure;
                                                             (b)  if  a   relevant
                                                                  planning
  e                                                               scheme
                                                                  standard      is
                                                                  more   stringent
                                                                  than         the                                                    7
                                                                  standard
                                                                  mentioned     in
                                                                  paragraph
                                                                  (a)—the
                                                                  relevant
                                                                  planning
                                                                  scheme
                                                                  standard, to the
                                                                  extent it is more                                                  :
                                                                  stringent   than
                                                                  the standard                                                     2

             $016.1      Prescribed tidal work | PS16.1 = (s 6(2) solution)          PS16.1     Strand          Gardens
                         that is a jetty or pier                        ‘                       submits the prescribed
                         and: for   a_  private              rn re of an                        tidal work    has  been
  @                      purpose is designed                 ‘etty  or     pier is              designed               in              :
                         and constructed in a                , ons stent with the               accordance          with
                         way to ensure it is                following                          engineering standards
                         able to support its                 standards—                         and   will support   the
                         intended        loads,                                                 intended     loads    as
                         having regard to its                (a)  subject       to              defined      by      the
                         relevant       loading                    paragraph (d),               appropriate    standard
                        matters.                                  a jetty or pier               {refer  to  Engineering
                                                                  accessible    to              Certificate           at               ;
                                                                  vehicular _ traffic           APPENDIX EIGHT).                     os.
                                                                   is   able    to
                                                                   support at least
                                                                   a live load of
                                                                   3.01(17a   plus
                                                                   an axle load of
                                                                   101N;
                                                             {b)   subject      to
                                                                   paragraph   (qd),
                                                                   a jetty or pier
                                                                   that   is   not

              ©       ao                         re                                                            Page .38           ag
.                emanate —                 _   Response to Information Request                                        stg     ow Re
                       LEGAL         .    i          Pe       tg                                                       .          ah,
                           .           ”   a       *    _   ° Pa   ‘              -                                                  a

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