20327 - Amended Concurrence agency response With conditions · OPW15/0061

                                                                 LOCALITY PLAN




                                                                                           r
                                                                                        ve
                                                                                                er




                                                                                     Ri
                                                                                            Riv
                                                                                    osa




                                                                                 sa
                                                                                                                  Munna Pt
                                                                                  No




                                                                                 o
                                                                              No
                                                                 Munna Point




                                        7m
                                                             NOTES
                                                            1.        All measurements are in metres.
                                                                      Dimensions not to be scaled.
                                                            2.        Survey by Noosa Shire Council Jan 2014.
                                                            3.        Tidal levels taken from Queensland
                                                                      Transport Tide Tables 2014.
                                                            4.        Containers expected to be stable in
                                                                      velocities of 1.5 - 2.0m/s.
                                                            5.        Groyne works to be entirely within Lot 131 on
                                                                      SP143417.
                                                            6.        Groyne 3 to be located downstream (east) of
                                                                      existing stormwater pipe. Works not to
                                                                      damage existing pipe.
                                                            7.        Groynes to be constructed using 0.75m3
                                                                      sand-filled geotextile containers fabricated
                                                                      using ElcoMAX 1209RP (or equivalent).
                                                                      Containers to be hydraulically filled in
                                                                      accordance with manufacturers instructions
                                                                      and placed such that closures are covered
                                                                      and adjacent containers are well interlocked
                                                                      and butted together.
                                                            8.        Sand-filled geotextile scour mattress to be
                                                                      fabricated using ElcoMAX 1209RP (or
                                             507340.3m E              equivalent) comprising ~20 independent fill
                                             7080717.4m N             compartments with filled dimension 7m x
                                                                      0.4m x 0.4m. Fill compartments to be




                    7m
                                                                      parallel with the groyne orientation. Mattress
                                                                      to be well-filled with sand (not mortar) using
                                                                      pump / dredge system.
                                                            9.        Sand to be sourced from approved dredge
                                                                      areas (separate approval) or imported.



                                                                                      HAT                1.10m CD     0.68m AHD
                                                                                      MHWS               0.78m CD     0.36m AHD

                                                                                     AHD                 0.42m CD     0.00m AHD
                                                                                     MLWS                0.17m CD     -0.25m AHD
                                                                                     LAT                 0.00m CD     -0.42m AHD
                                                            LEGEND

                                                             RP Boundary
                                                             MHWS / MLWS
                                                              Approved Dredge Area

                                                              0.75m3 RP Container

                                                              Scour mattress
7m




                                                            VERTICAL DATUM:          AHD                 HORIZONTAL DATUM:   MGA

                         507314.0m E                        REVISION REGISTER
                                                                 -        -                          -                  -      -         -
                         7080697.2m N                            -        -                          -                  -      -         -

                                                                 -        -                          -                  -      -         -

                                                                 -        -                          -                  -      -         -

                                                                 -        -                          -                  -      -         -

                                                                 -        -                          -                  -      -         -

                                                            REV.NO.     DATE                DESCRIPTION                BY    ENG.       APP.



                                                                                               International
                                                                                               Coastal
                                                                                               Management
                                                                     OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
                                                                     POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
                                                                     TELEPHONE +61 7 55640564          FAX +61 7 55329147
                                                                     WEBSITE www.coastalmanagement.com.au

                                                            PROJECT NAME

                                                                     NOOSA R - MUNNA POINT TRIAL
                                                            DRAWING TITLE

     507289.6m E                                                         GROYNES - PLAN LAYOUT
     7080680.1m N                                           DRAWING No.                                                       REVISION:

                                                                                   MPG-002                                          -
                                                            DRAWN : BC                 CHECKED : BC               APPROVED : AJ




                                                                                                                               RPEQ 2876

                                                            SIZE: A3                   SCALE : As shown            DATE : 06 Feb, 2015