Change to Existing Approval - OPW11/0116.01

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

                                                                                                                                                                             Extent of works to be restricted to limits
                                                                                                                                                                             shown on drawings. Container configuration
                                                          West side:                                           East side:                                                    to achieve design may vary.

                                                          Backfill to levels                                   No Backfill required
                                                                                                                                                                             Profile based on survey by SCRC on 23rd
                                                          as per NRS-003                                                                                                     November 2010.

                                                                                <t                                                                                           Excavation
                                                                                                                                                                         4.1.       Baiters may be formed by an equivalent


                                                                                                               ================_==~t~=================                              box cut.
                                                                                                                                                                                    Expected volume to be disturbed
                                                                                                                                                                                    [closure]: 5950m’. May vary with
                                                                                                               -------------------~~~-----------                                    seabed changes.
                                                                                                                                                                                    Material is clean sand suitable for beach
                                                                                                                                                  LAT                               nourishment.
                                                                                                                                                                         4.4.       Excavated material may be used for
                                                                                                                                                                                    .   construction [filling containers]
                                                                                                                                                                                    .   backfilling adjacent to structure
                                                                                                                                                                                    .   foreshore nourishment.
Anticipated excavated profile                                                                                            2
[may vary)                                                                                                                                                              5.   Optional additional tube may be placed as
                                                                                                                                                                             part of initial works or placed [if required] in
                                                                                                          -
                                                                                                               RL -5.80m AHD                                                 response to monitoring.




                      Optional 1 m geotextile tube                             1.7m
                                                                                                1mL                                                                          Refer to add~ional drawings
                                                                                                                                                                                Plan layout
                                                                                                                                                                                Notes
                                                                                                                                                                                                          NRS-003
                                                                                                                                                                                                          NRS-Oll
                      with flap [if required)




                                                          West side:
                                                          Backfill to levels
                                                          as per NRS-003
                                                                                 <t   Nourished Profile


                                                                                                                                       -==========~~================
                                                                                                                                      ------------~-----------------
                                                                                                                                             -----~~~----------------
                                                                                                                                                  LAT




                                                                                                              Excavated slope such that
                                                                                                              existing rock wall not to be
                                                                                                              undermined




                          Optional 1 m geotextile tube
                                                         _/                                 Geotextile flap

                          with flap [if required)                                                                                                                                                      International

                                                                                                                                                                             [fJ                      Coastal
                                                                                                                                                                                                      Management
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                                                                                                                                                                        PRQ.EcrNME

                                                                                                                                                                                        NOOSA RIVER SPIT

                                                                                                                                                                        ORA’MNG TItlE
                                                                                                                                                                                    SUBMERGED CLOSURE
                                                                                                                                                                                 TYPICAL CROSS-SECTION