Development Application - Part 2 of 2 - Report & Plans · OPW11/0116

                                                                                                                                                                                                           1.    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,

                                                                                                                                                                                                           4. Excavation
                                                                                                                                                                                                             4.1. Batters may be formed by an equivalent
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----------------- ------------------- - HAT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _                                                           box cut.
----..-.---------------------------- --------- ----------- ---------------------------------------                                                                                                           42.  Expected volume to be disturbed
                                                                                    -----          RL-0.6mAHD      --- ------------------ AHD                                                                     Idosurel : 5950m3. May vary with
--------------------------------
                                                                                                                                                                 - MLWS                                           seabed changes.
                                                                                                        -------- - ----    -                                                                                 4.3. Material is clean sand suitable for beach
                                                                                                        -------- ------------------                                --------------              -----
                                                                                                                                                                                                                  nourishment.
                                                                                                                                                                                                             4.4. Excavated material may be used for:
                                                                                                                                                  NSL (varies)                                                    • construction [filing containers)
                                                                                                                                                                                                                  • backfilling adjacent to structure
                                                                                                                                                                                                                  • foreshore nourishment.

                                                                                                                                                                                                                 Optional additional tube may be placed as
                                                                                                                                                                                                                 part of initial works or placed (if required) In
                                                                                                                                                                                                                 response to monitoring.

                                                                                                                                                                                                                 Refer to additional drawings
                                      Optional I lm geotextile tube                                                                                                                                               Plan layout          NRS-003
                                                                             1m                11.7m              1m
                                                                                                                                                                                                                  Notes                NR$-011
                                      with flap [if required]




                                                                          West side:
                                                                          Backfill to levels
                                                                          as per NRS-003


                                                                                                                                                                  ----------------
                                                                                                                                                   -----------^tFW^----------------
                                                                                                                                            ------------ AHD
                                                                                                                                                                   MLWS
                                                                                                                                 -----------------                                                     -
                                                                                                                               - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -   ;ERTIG4 0AT1J5    :^IC       AORI20'ITA- OATJM MG
                                                                                                                                                                   LAT
                       NSL (varies)

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


                                         Optional 1 m geotextile tube J
                                         with flap [if required]




                                                                                                                                                                                                                ZrICc '1;: fix VC Molk% 12 ears 4217 aD Aus2ab




                                                                                                                                                                                                                            NOOSA RIVER SPIT

                                                                                                                                                                                                                     SUBMERGED CLOSURE
                                                                                                                                                                                                                   TYPICAL CROSS-SECTION


                                                                                                                                                                                                                             NRS-004