DEEDI Approval to request to change and existing development approval · OPW11/0116

                                                                                                                                                                                              1.     Crest height such that structure is partially
                                                                                                                                                                                                     emergent on very low tides only.

                                                                                                                                                                                              2.     Extent of works to be restricted to limits
                                                                                                                                                                                                     shown on drawings. Container configuration
                                                                                                                                                                                                     to achieve design may very.
                                                                      est side:                                              ast side:
                                                                    Backfill to levels                                      No Backfill required                                              3.     Profile based on survey by SCRC on 23rd
                                                                    as per NRS-003                                                                                                                   November 2010.

                                                                                         q                                                                                                    4. Excavation
                                                                                                                                                                                                4.1. Belle s may be formed by an equivalent
                                                                                                                                                                  HAT       _ _ _ _ _ _ _ _          box cut.
                                                                                                                             --------------- _ _ _ _ :9IVI--------- ------                      4.2. Expected volume to be disturbed
                                                                                             RL -0.6m AHD                    ----------------        MD -----------------                            lchosurel: 5950m3. May vary with
                                                                                                                                                      MLWS                                           seabed changes.
                                                                                                                                                           ------------ ---                     4.3. Material is clean send suitable for bee'
                                                                                                                                                                  LAT                                nourishment.
                                                                                                                                                                                                4.4. Excavated material may be used for.
                                                                                                                                                                                                     • construction (filing contalnersl
                                                                                                                                                   NSL ]varies]                                               •       bacicfiling adjacent to structure
                                                                                                                                                                                                              •       foreshore nourishment,
            Anticipated excavated profile -
                                                                                                                                                                                              5.      Optional additional tube may be placed as
            [may vary)                                                                                                                                                                                pert of Initial works or placed [If required) In
                                                                                                                                                                                                      response to monitoring.

                                                                                                                                                                                                      Refer to additional drawings
                                                                                                                                                                                                       Plan layout          NRS-003
                                  Optional 1 m geotextile tube                                                                                                                                         Notes                NRS-01I
                                  with flap [if required]




                                                                    West side:
                                                                    Backfill to levels
                                                                    as per NRS-003



) -------------------------------- L ---
---------------------------------                                                                                                                  ------------MLWS
                                                                                                                                                                LAT
                                                                                                                                                                        ----------------
                                                                                                                                                                                              JI Pt C'AI Ij41ULl',      *10        lIIOH /IM1^1 LMILR: AIUA




                _ NSL [varies]

                                                                                                                           Excavated slope such that
                                                                                                                           existing rock wall not to be
                                                                                                                           undermined
                                                                                                     RL -5.80m AHD

                                                                                                       - Geotextile flap
                                     Optional 1 m geotextile tube
                                     with flap [if required)                                                                                                                                                                     International
                                                                                                                                                                                                                                 Coastal
                                                                                                                                                                                                                                 Management
                                                                                                                                                                                                                  i
                                                                                                                                                                                                                              ;rw> uK ,:,< ^'A.: 61 1.•1 IuOoC
                                                                                                                                                                                                                          Yn',n n.l°2

                                                                                                                                                                                                    .iii: ^..^ wnxl•w^.x+Ien..una^


                                                                                                                                                                                               M10*Ci,Ne

                                                                                                                                                                                                                      NOOSA RIVER SPIT
                                                                                                                                                                                               txuava nnr
                                                                                                                                                                                                           SUBMERGED Cl OSURE
                                                                                                                                                                                                          TYPICAL CROSS-SECTION

                                                                                                                                                                                                                        NRS-004                               B