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2211-31930 SRA - Approved Plans and Documents

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Plans and drawings

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                                                                                                                                                                                        24.0m 88° 46'




                                                                                                                                                                                                        EXISTING MARINA JETTY STRUCTURE




                                                                                                                                                                                        LOT 164
                                                                                                                                                                                        CP 907410




                                                                                                          41.5m 358° 46'




                                                                                                                                                                                                                                                          38.0m 178° 46'
                                                                                                                                                                                                                                                          LOT BOUNDARY




                                                                                                                                                                                                                                                                                   NOOSA RIVER
                                                                  NOOSA RIVER
                                                                                                                                                                                                                          LOCATION OF MAKE-SAFE TOPPING
                                                                                                                                                                    EXISTING BOAT SHED STRUCTURE                          SLAB TO RECTIFY LEVELS OF
                                                                                                                                                                                                                          EXISTING JETTY RAMP




                                                                                                                                                                                                                                      LOCATION OF REVETMENT WALL
                                                                         NO WORKS TO EXISTING REVETMENT                                                                                                                               RECTIFICATION WORKS
                                                                         WALL ON WESTERN SIDE SITE                              TIDAL BOUNDARY

                                                                                                                                                                     AREA OF PROPOSED
                                                                                                                                                                     SUBGRADE STABILIZATION                                                                    LOCATION OF EXISTING
                                                                                                                                                                                                                                                               ABANDONED BOATRAMP

                                                                                                                                                                                                14.0m 268° 46'     AREA OF DANGEROUS                                                  EXISTING COASTAL
                                                                                                                                                                                                                   RETAINED BACK-FILL                                                 SHE-OAKS ADJACENT
                                                                                                                                                                                                                                                                                      TO WORKS SITE
                                                                                                                                                                                                                     GRASSED AREA

                                                                                                                                                                                                                                                                                                       TIDAL BOUNDARY
                                                                                                                                                                             178° 46'




                                                                                                                                              AREA OF PROPOSED
                                                                                                                                              SUBGRADE STABILIZATION
                                                                                                                                                                                                                 PAVED PATHWAY AREA
                                                                                                                                                                             8.0m
                                                                                                                           6.3 3°
                                                                                                                              65 46'
                                                                                                                              31

                                                                                                                                m




                                                                                                                                                                                              The revetment wall reconstruction
                                                                                                                                                         5.5m                                 and stabilisation of eroded backfill
                                                                                                                                                         268° 46'
                                                                                                                                                                                              and foreshore terrace subgrade
                                                                                                                                                                                              soils in accordance with Condition 1                                                          APEX PARK
                                                                                                                                       SITE PLAN
                                                                                                                                       SCALE 1 : 100                                          of referral agency response
                                                                                                                                                                                              2211-31930 SRA                                                                                                                                                                      1m   0     1000    2000   3000   4000

                                          NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                           1 :100



© THIS DRAWING IS PROTECTED                                                                 ASSOCIATED CONSULTANTS                                                                                                                                                         PROJECT                                                        DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
                                                                                                                                                                                                                                                                           CATALINA JETTY REVETMENT                                       SITE AND GENERAL ARRANGEMENT PLAN
VIEW CONSULTING ENGINEERS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                                                                                                           172 GYMPIE TERRACE, NOOSAVILLE
NAMED HEREIN. EXCLUSIVE
                              REVISIONS




USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                                                                                                                                                                                                                                                DRAWN             CHECKED         APPROVED   DATE              SCALE BAR                 DRAWING SCALES                    DRAWING SIZE
NOT BE CONSTRUCTED UNLESS                 2   INFORMATION ISSUE          P2       FJM       CLIENT                                                                                                                                                                                    FJM              FJM                     MAY 2022                                                    1 : 100          A1 ORIGINAL
DESCRIBED AS "CONSTRUCTION
ISSUE".                                   1   INFORMATION ISSUE          P1       FJM       NOOSA JETTY SERVICES                                                                                                                                                           DESIGNED          CHECKED                    RPEQ / Cert.      PROJECT NUMBER            DRAWING NUMBER                    REVISION
                                          No. DESCRIPTION                REV.     APP.                                                                                                                                                                                                FJM              FJM                       19951                     21.024                      S010                          P2
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Page 2

                                                                                                                                                                                                                                                          B
                                                                                                                                                                                                                                                          S030




                                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                          500
                                                                                                                                                                                                                                                                                                                S030




                                                                                                                                                                                                                                          1400
                                                                                                                                                                                                                                                                              RW




                                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                                                                                                1

                                                                                                                                                                                                                                                                                                                                                          DEMOLISH EXISTING ACCESS RAMP




                                                                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                                                                                          AND EXTEND RW1 TO LOT BOUNDARY.




                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                 BP




                                                                                                                                                                                                                                                                        GB1
                                                                                                                                                                                                                                                                                                                                                          RW1 TERMINATION DESIGN TBC IN




                                                                                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                                                                                          CONSULTATION WITH COUNCIL




                                                                                                                                                                                                                                                                                         GB1
                                                                                                                                                                                                               TIE SLAB UNDER WITH RAMP




                                                                                                                                                                                                                                                                                                                       P1
                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                               SLAB OVER. REFER SECTION




                                                                                                                                                                                                                                                                 BP
                                                                                                                                                                                                                                                        100




                                                                                                                                                                                                                                                                                                         GB1
                                                                                                                                                                                                                   ET1 TO PERIMETER TYP




                                                                                                                                                                                                                                                                                   1




                                                                                                                                                                                                                                                                                                                                            P1
                                                                                                                                                                                                                                                                                BP




                                                                                                                                                                                                                                                                                                                              GB1
                                                                                                                                                                                                                                                                  200




                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                 BP
                                                                                                                                                                                                              14.0m 268° 46'                                         0M
                                                                                                                                                                                                                                                                       AX
                                                                                                                                                                                                                                                                   TYP
                                                                                                                                                                                                                                                    1000                                         REFER PART PLAN BELOW
                                                                                                                                                                                                                                                                                                 FOR DECKING FRAMING




                                                                                                                                                                                                                                                                                                                                    EMBANKMENT RETENTION AND STABILIZATION AT TERMINATION
                                                                                                                                                                                                                                                                                                                                    OF THE PROPOSED REVETMENT WORKS SHALL BE INSTALLED IN
                                                                                                                                                                                                                                                                                                                                    CONSULTATION WITH COUNCIL, USING COUNCIL'S NOMINATED
                                                                                                                                                                                                                                                                                                                                    METHOD AS APPLIED TO THE ADJACENT ZONES OF RIVERBANK
                                                                                                                                                                                                                                                                                                                                    TREATMENT.




                                                                                                                                                                 178° 46'
                                                                  6.3 3°
                                                                     65 46'
                                                                     31




                                                                                                                                                                 8.0m
                                                                       m




                                                                                                                                  5.5m
                                                                                                                                  268° 46'




                                                                    GENERAL ARRANGEMENT PLAN
                                                                    SCALE 1 : 50




                                                                                                                                                                                                                                                                                                               DJ1
                                                                   NOTES                                                                                   SCHEDULE OF ELEMENTS:




                                                                                                                                                                                                                                                                                                                        DJ1
                                                                                                                                                                                                                                                                                                                                                           PP1




                                                                                                                                                                                                                                                                                                                                      DJ1
                                                                                                                                                                                                                                                                                                   PP1
                                                                   1.    GROUND LEVEL PLAN TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL                                  .........
                                                                                                                                                           RW1                          NEW REVETMENT WALL REFER SECTION




                                                                                                                                                                                                                                                                                                                                                   DJ1
                                                                         INVESTIGATION REPORT No.XXXXXX DATED XX XXX AND PREPARED




                                                                                                                                                                                                                                                                                                                                                            DJ1
                                                                         BY XXXXXX                                                                         GB1              .........   500W x 300D GROUND TIE BEAM                                                                                                                          DB1




                                                                                                                                                                                                                                                                                                                                                                   DJ1
                                                                   2.    REFER ARCHITECTURAL DRAWINGS FOR ALL FLOOR FINISHES AND DETAILS TO ALL
                                                                         REBATES, STEPS, SETDOWNS AND FALLS ETC. AS WELL AS DRAINAGE PIT DETAILS           BP1              .........   Ø300x3000 PVC LINED BORED PIER




                                                                                                                                                                                                                                                                                                                                                                           DJ1
                                                                         AND SETOUT.




                                                                                                                                                                                                                                                                                                                                                                                     DJ1
                                                                                                                                                           ET1              .........   200D x 250W SLAB EDGE THICKENING
                                                                   3.    SLAB ON GROUND TO BE CAST ONTO MIN 200um VISQUEEN AND 50mm BEDDING




                                                                                                                                                                                                                                                                                                                                                                                             DJ1
                                                                         SAND. JOINTS TO BE LAPPED AND TAPED TO ARCHITECTURAL DETAILS.
                                                                                                                                                           100              .........   100 THICK SLAB. SL72 MESH TOP
                                                                   4.    PROVIDE 250 WIDE x 200 DEEP EDGE THICKENING TO CONCRETE SLABS ON GROUND




                                                                                                                                                                                                                                                                                                                                                                                                     DJ1
                                                                         LESS THAN 150mm THICK, WHERE THE SLAB DOES NOT FOUND ON TO A FOOTING                                                                                                                                                                                                       DB2
                                                                         SYSTEM TYP UNO.                                                                   POSTS                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                                                                             DJ
                                                                   5.    PROVIDE 1 N12 TRIMMER BAR TOP TO ALL SLAB EDGES TYPICAL UNO. ALL RE-
                                                                         ENTRANT CORNERS TO HAVE 2 N12 TRIMMER BARS 1200 LG PLACED TOP AND                 MARK                         SIZE                  DESCRIPTION    COMMENTS
                                                                         BOTTOM UNO.                                                                       P1                           100x100 F14 HWD.      TIMBER POST
                                                                   6.    ALL COMPACTED FILL SHALL BE CBR 15 SELECT FILL PLACED IN LAYERS NOT
                                                                         EXCEEDING 200mm THICK AND COMPACTED TO 98% (MODIFIED).
                                                                   7.    REFER STANDARD NOTES ON DRG S001 FOR CONCRETE STRENGTHS, COVERS, BAR              DECK FRAMING
                                                                         LAP LENGTHS, BEARING CAPACITIES ETC.                                              MARK
                                                                                                                                                           DB1
                                                                                                                                                                                        SIZE
                                                                                                                                                                                        125x50 UNS F14 HWD.
                                                                                                                                                                                                               DESCRIPTION
                                                                                                                                                                                                               DECK BEAM
                                                                                                                                                                                                                               COMMENTS                                                                                         DECKING FRAMING PART PLAN
                                                                     LEGEND:                                                                               DB2                          175x50 UNS F14 HWD.    DECK BEAM
                                                                                                                                                           DJ1                          50x35 UNS F14 HWD.     DECK JOIST      AT 450 MAX CRS
                                                                                   .........   DENOTES SOIL STABILIZATION AND INFULTRATION CONTROL USING   PP1                          75x38 UNS F14 HWD.     POLE PLATE      FIXED TO CONCRETE WITH M10 STAINLESS
                                                                                                   PU RESIN INJECTION GROUT. REFER TO SPECFICIATION
                                                                                               CEMENTITIOUS                                                                                                                    STEEL ANKASCREWS AT 450 MAX CRS
                                                                                   .........   DENOTES REVETMENT WALL CONVENTIONAL 20mm AGG BACKFILL




                                                                                                                                                                                                                                                                                                                                                                                                                                      500mm     0    500     1000   1500   2000

                                          NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                                                                                     1 :50



© THIS DRAWING IS PROTECTED                                                                        ASSOCIATED CONSULTANTS                                                                                                                                                                PROJECT                                                                                            DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
                                                                                                                                                                                                                                                                                         CATALINA JETTY REVETMENT                                                                           GENERAL ARRANGEMENT PLAN AND DETAILS
VIEW CONSULTING ENGINEERS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                                                                                                                         172 GYMPIE TERRACE, NOOSAVILLE
NAMED HEREIN. EXCLUSIVE
                              REVISIONS




USE IS GRANTED UNDER THE                  3   INFORMATION ISSUE     P3          FJM
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                                                                                                                                                                                                                                                              DRAWN                 CHECKED                APPROVED                            DATE              SCALE BAR                        DRAWING SCALES                   DRAWING SIZE
NOT BE CONSTRUCTED UNLESS                 2   INFORMATION ISSUE     P2          FJM                CLIENT                                                                                                                                                                                           FJM                       FJM                                            JANMAY
                                                                                                                                                                                                                                                                                                                                                                                 20232022                                                     As indicated          A1 ORIGINAL
DESCRIBED AS "CONSTRUCTION
ISSUE".                                   1   INFORMATION ISSUE     P1          FJM                NOOSA JETTY SERVICES                                                                                                                                                                  DESIGNED              CHECKED                                                    RPEQ / Cert.      PROJECT NUMBER                   DRAWING NUMBER                   REVISION
                                          No. DESCRIPTION           REV.        APP.                                                                                                                                                                                                                FJM                     FJM                                                    19951                            21.024                       S020                      P3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            P2

Page 3

                                              100x8 GR316 STAINLESS STEEL ANGLE WITH                                                              300
                                              2M12 A4-70 BOLTS TO TIMBER AND 2M12                   DECKING TO CLIENT                                                  410x75x6 PL GR316 STAINLESS STEEL
                                              STAINLESS STEEL ANKASCREWS TO CONCRETE                                                                                   CLEAT SLOTTED THROUGH POST
                                                                                                    SPECIFICATIONS
                                                                                                                                                                       WITH 2M12 A4-70 BOLTS
                                                                                                    500Wx300D GROUND TIE                                                                                                                        3R16-250 HDG DOWELS 400                             RAMP SLAB DEPTH = TOP OF JETTY
                                                                                                                                                                                                                                                                                                    RL - TOP OF RW1 RL (TBC)




                                                                                                                                                              100 40
                       STAINLESS STEEL JOIST                   STAINLESS STEEL                      BEAM                                                                                                                                        LONG GREASE ONE END
                       HANGER AND NAILS TYP                    TRIPLE GRIPS AND                                                                                                                                                                 SL72 MESH TOP                                       SL72 MESH TOP & BTM                                   N12 TRIMMER TYP
  EXISTING GR                                                  NAILS TYP
             OUND LEVEL




                                                                                                                                                              60
                                                                                                                                                                                                                 TOP OF WALL RL = 0.84m (AHD)
              FULL ENCAPSULATION WITH                                                                DJ1                                                               2N12 TRIMMERS
              BIDUM A34 GEOFABRIC OR                                                                                                        PP1                                                                                                                                                                                                                                 4mm FC SHUTTER




                                                                                                                                     200
                                                                                   DB1   3N16 TOP
              EQUIVALENT                                                                                                                                               75x75x6 GR316 STAINLESS STEEL PL ANCHOR

                                                                                                                                                                                                                                                                                                                                                                                3N16-125 STARTER BARS
                                                  2
                                                DB



                                                                                                                                                                       75mm COVER
                                                                                                                                                                                                                                                                                                                                                                                CHEMSET TO EXISTING REVETMENT WALL
                                                                                                                                                                       40MPa CONCRETE
                                                                                                                                                                                                                 H.A.T. RL = 0.55m (AHD)




                                                                                                                                                                                                                                                                          MIN
                                                                                                                                                                                                                                                                          200




                                                                                                                                                                                                                                                                                                                                                                                            SECTION
                                                                                                                                                                                                                                                                                                                                                                                            150 MIN
                                                                                                                                                                                                                                                                                                                                                                                             DEMO
                                                         300




                                                                                                                                                                       SL82 MESH CENTRAL




                                                                                                                                                                                                           500
                                                                                                                                                                 LOCALLY SAWCUT AND BREAKOUT
                                                                                                           3N16 BTM                                              500x500 OPENING FOR TIE BEAM                                                                                                                         3N16 TOP

                                                   N12-250 CLOSED TIES                                                                                           CONNECTION                                                                             3N16-100 STARTERS
                                                                                                                                                          120 THICK MIN NEW WALL FACE                                                                   500 LEGS TYP
                                                   3N16 STARTERS                                                                                                                                                                                                                                                      2N12 x 1200L HORIZONTAL
                                                   500 LEGS TYP                                                                                                                                                                                                                                                       STARTER BARS FOR RW CAP BEAM


                                                                                                                                                                                                                                                                   R8-250 HELIX

                                                                  R8-250 HELIX


                                                                                                                                                                                                                                                                   4N12 MAIN BARS




                                                                                                                                                                                       600
                                                                                                                                                                                300
                                                                  4N12 MAIN BARS

                                                                                                                                                                                                                                                        FOUND ON MEDIUM DENSE
                                                                                                                                                                                                                                                        SAND 200kPa MIN
                                                                                                                                      3N16




                                                                                                                                                                                100
                                                                                                                                                                                                                                                                                                                     SECTION             B
                                                                                                                                                        400
                                                                                                                                                                                                                                                                                                                     SCALE 1 : 10       S020




                                                      FOUND ON MEDIUM DENSE
                                                      SAND 200kPa MIN


                                                                                                                      SECTION              A
                                                                                                                      SCALE 1 : 10         S020




                                                                                                                                                                                                                                                                                                                                                                                                          100mm   0    100     200    300   400

                                          NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                                                         1 :10



© THIS DRAWING IS PROTECTED                                                                                             ASSOCIATED CONSULTANTS                                                                                                                    PROJECT                                                                                  DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
                                                                                                                                                                                                                                                                  CATALINA JETTY REVETMENT                                                                 SECTIONS AND DETAILS
VIEW CONSULTING ENGINEERS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                                                                                                  172 GYMPIE TERRACE, NOOSAVILLE
NAMED HEREIN. EXCLUSIVE
                              REVISIONS




USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                                                                                                                                                                                                                                       DRAWN             CHECKED         APPROVED                            DATE               SCALE BAR                             DRAWING SCALES                DRAWING SIZE
NOT BE CONSTRUCTED UNLESS                 2     INFORMATION ISSUE                            P2            FJM          CLIENT                                                                                                                                               FJM              FJM                                              MAY 2022                                                               1 : 10         A1 ORIGINAL
DESCRIBED AS "CONSTRUCTION
ISSUE".                                   1     INFORMATION ISSUE                            P1            FJM          NOOSA JETTY SERVICES                                                                                                                      DESIGNED          CHECKED                                             RPEQ / Cert.       PROJECT NUMBER                        DRAWING NUMBER                REVISION
                                          No. DESCRIPTION                                    REV.          APP.                                                                                                                                                              FJM              FJM                                                19951                      21.024                                S030                        P2

Page 4

          Document approved for purposes relating
          to Conditions 8, 9 and 17 of referral
          agency response 2211-31930 SRA




   MARINE PLANT ASSESSMENT
Catalina Jetty, Gympie Terrace, Noosaville
          Retaining Wall Upgrade


          For Long View Consulting Engineers




      Native Foresters
      Natural Resource Management Consultants
      Email: [email protected]
      Mob: 0407 757 872
      Document No: 230427
      Date: 27th April 2023

Page 5

                                                                                          Native Foresters



DISCLAIMER

The authors do not accept any form of liability, be it contractual, tortious, or otherwise, for the contents of
this document or for any consequences arising from its use or any reliance placed upon it. This report has
been compiled on the basis of existing literature, information, and a targeted survey. Native Foresters does
not undertake responsibility arising in any way to any persons in respect of the data, errors, or omissions
arising, through misinterpretation of information, negligence or otherwise, however caused. Native
Foresters is an independent consulting company undertaking projects in Natural Resource Management.

All work conducted as part of this survey was conducted under the DERM/EHP Scientific Purposes Permit
number WISP 10189211 / Scientific Purposes User Registration number SUR000424; DAF Animal Ethics
Committee number CA 2020/08/1398 / SA 2015/02/501; DEEDI Animal Ethics Committee number CA
2011-10-545, and in accordance with the relevant regulations.

STUDY TEAM

Simon McVerry (BASc – NRM) - Project Director and Fieldwork
Pru McIntyre – Fieldwork, GIS, and Reporting


DOCUMENT CONTROL
 Project:               Catalina Jetty, Gympie Terrace, Noosaville
                        Retaining Wall Upgrade
 Document:              Marine Plant Assessment
 Document No.:          230427-MPA
 Client:                Long View Consulting Engineers




Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                                         2

Page 6

                                                                                                          Native Foresters



Table of Contents

1.0   INTRODUCTION ............................................................................................. 4
  1.1   Objectives of the report............................................................................................. 4
  1.2   Site description......................................................................................................... 4
  1.3   Proposed works ....................................................................................................... 5
2.0   METHODOLOGY............................................................................................. 7
  2.1   Desktop review......................................................................................................... 7
  2.2   Marine Protected Plants Survey ................................................................................ 7
3.0   RESULTS - MARINE PLANT IMPACT ASSESSMENT ...................................... 9
4.0 SUMMARY AND RECOMMENDATIONS ............................................................. 14
REFERENCES ......................................................................................................... 15
APPENDIX A – CATALINA JETTY – CONSTRUCTION DESIGN PLAN ..................... 16
APPENDIX B – DATABASE AND MAP SEARCHES USED FOR DESKTOP REVIEW OF SITE
ENVIRONMENTAL VALUES ..................................................................................... 19
APPENDIX C – TREE IDENTIFICATION TABLE ....................................................... 20




Figures
FIGURE 1: Survey area at Catalina Jetty, Noosaville ............................................................... 6
FIGURE 2: Proposed marine plant impacts at Catalina Jetty .................................................. 12
FIGURE 3: Marine plants surrounding Catalina Jetty, Noosa River ........................................ 13


Tables

Table 1: Permanent impacts to marine plants ........................................................................ 10
Table 2: Temporary impacts to marine plants ........................................................................ 11




Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                                                           3

Page 7

                                                                                 Native Foresters



1.0 INTRODUCTION
Native Foresters was commissioned by Long View Consulting Engineers to conduct a marine
plant survey of the landward areas adjacent to the Catalina Jetty boathouse, which will be
impacted by proposed upgrading works of the connecting concrete revetment wall and associated
infrastructure.

1.1      Objectives of the report

The objective of this report is to determine the extent of temporary and permanent impacts of
proposed works on marine plants protected under the Fisheries Act 1994.

1.2      Site description

The survey area encompasses the southern footprint of Lot 164 CP 907410 where it occurs on
the southern bank of the Noosa River, within Apex Park (Lot 151 SP284457) at Gympie Terrace,
Noosaville. The survey area covered a total area of 265m2, however part of this incorporates
impervious areas such as pathways. The proposed impact area at the entrance to the jetty and
boathouse includes an open maintained grass area with concrete pathways, a wooden boardwalk
section, and a semi-paved access road, and adjacent sandy areas within the edge of the Noosa
River. Refer to Figure 1.

The majority of the site contains mown grass areas, with a semi-paved access road within the
south-east section and a wooden boardwalk seating area along the western side of the revetment
wall fronting the river. The majority of the revetment wall area has been stabilised with rock
revetment on the western side of the jetty, with infiltration of water and erosion of soil and sandy
substrate apparent, further exposing underlying rocks. The grass area directly south of the
eastern failed revetment wall contains small sink-holes, with adjacent tree roots exposed at the
eastern extent around the existing concrete river access ramp.

Two large Coastal she oaks (Casuarina glauca), which have been impacted by erosion exposing
the structural roots, occur at either end of the boundary of Lot 164 within Apex Park, with small
beach areas and scattered trees further along the river bank to the east and west.

State mapping of the survey area shows the central part of the survey area as occurring above
Highest Astronomical Tide (HAT), with low lying tidally influenced areas on the eastern and
western side of the jetty (Figure 1). Ground-truthing at the site found evidence of tidal influence
across the survey area, and it is considered likely that the whole of Lot 164 is impacted tidally
during coinciding high tide and high rainfall events.

The survey area covers a section of maintained river bank with a constructed jetty and boathouse,
with small beach areas and scattered trees further along the river bank to the east and west. The
vegetation in the survey area consists primarily of introduced grasses, with small patches of Salt
couch (Sporobolus virginicus) along the river bank. Two large Coastal she oaks (Casuarina
glauca), which have also been impacted by erosion exposing the structural roots, occur at either
end of the boundary of Lot 164 within Apex Park (Lot 151), managed by Noosa Council.
Vegetation throughout the survey area is mapped as non-remnant.




Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                                4

Page 8

                                                                                Native Foresters



The survey area is mapped as occurring within a Coastal Management District, contains Storm
Tide Hazard Areas and Erosion Prone Areas, and adjoins the Noosa River which is mapped as a
declared fish habitat on the northern side of the river.


1.3      Proposed works

The revetment wall surrounding the Catalina Jetty and boathouse is proposed to be upgraded as
destabilisation from large rainfall events and tidal influence has occurred along the length of the
existing structure. Erosion and under-scouring of the sand substrate surrounding the revetment
wall have caused failure of the wall on the eastern side of the jetty, and infilling and erosion of
sand and material from underneath the western side of the wall. Erosion is also apparent to the
river banks directly to each side of the revetment wall structure. There are two proposed sections
of works along the revetment wall:

    a) Removal of existing failed section of revetment wall and access ramp to the east of the
       jetty, and construction of an upgraded revetment wall with conventional 20mm aggregate
       backfill to the lot boundary (Lot 164 CP907410). Embankment retention and stabilization
       at termination of the proposed revetment works shall be installed in consultation with
       Council, using Council's nominated method as applied to the adjacent zones of riverbank
       treatment.
    b) Stabilisation and infiltration control of soil below the eroded section of revetment wall
       directly south and to the west of the boathouse using cementitious injection grout.

A temporary holding and storage area for works has also been proposed for the grass and
pavement area at the southern extent of Lot 164, with site access from Gympie Terrace being
obtained from the existing semi-paved access roadway within the adjacent Apex Park.

The extent of the works impact area corridor is shown in Appendix A – Catalina Jetty Revetment,
172 Gympie Terrace, Noosaville – General Arrangement Plan and Details (Drawing No. S010-
P2, S020-P3, S030-P2) and Figure 1 below.




Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                               5

Page 9

                                                                                    Native Foresters




                              FIGURE 1: Survey area at Catalina Jetty, Noosaville



Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                                   6

Page 10

                                                                                         Native Foresters




2.0 METHODOLOGY
2.1      Desktop review

A desktop review was undertaken to assist in determining the site’s environmental values in
relation to protected marine plants. The review consisted of searches of government planning
instruments and databases, as well as relevant academic literature, and aerial imagery of the site.
Multiple mapping products and databases were utilised to determine species, ecosystems,
communities, and areas of conservation significance with potential relevance to the study area
(1-2km radius around central coordinates (Latitude -26.39772, Longitude 153.05997), or relevant
Lot on Plan of the site, dependent on database). Sources of information are listed below and
described in Appendix B.

    a) Regulated Vegetation Management Map or Property Report (Queensland Government,
       2023a), which can include:
          o Regulated vegetation management map
          o Vegetation management supporting map
          o Essential habitat table and map
          o Protected plants flora survey trigger map, and
          o Koala priority area, koala habitat area and identifies koala broad-hectare area map.
    b) Queensland Waterways for Waterway Barrier Works spatial data layer and guideline
       (Queensland Globe, 2023 and DAF, 2021).
    c) Queensland Coastal Hazard Area Property Map (Queensland Government, 2023d).
          o Erosion Prone Areas
          o Storm Tide Hazard Area
    d) Queensland Globe mapping layers (Queensland Globe, 2023)
          o Declared Fish Habitat Area
          o Sea Turtle Nesting Area
          o QSpatial – Highest Astronomical Tide (HAT)

2.2      Marine Protected Plants Survey

A detailed marine protected plant survey was conducted on the 27 th April 2023, which included
identification of marine plant specimens below and adjacent to the HAT within the survey area.
This survey area covered an approximate area of 265m2, all of which is deemed to be tidally
influenced and therefore subject to the requirements of the protected marine plants survey.

The definition of ‘marine plants’ and ‘dead marine wood’ contained in section 8 of the Fisheries
Act 1994 and in section 5.4 of the Department of Primary Industries and Fisheries Management
and protection of marine plants and other tidal fish habitats, Fish Habitat Management
Operational Policy (Couchman & Beumer, 2007) was used for the purposes of the survey.

‘Marine plant’ includes the following –

      (a) A plant (a tidal plant) that usually grows on, or adjacent to, tidal land, whether it is living,
      dead, standing or fallen;
      (b) Material of a tidal plant, or other plant material on tidal land;




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     (c) A plant, or material of a plant, prescribed under a regulation or management plan to be
     a marine plant.

Marine plants include mangroves, Swamp she-oak with Salt couch understorey, seagrass,
samphires, saltbushes, Salt couch and saltmarsh plants, algae and other tidal plants that are
growing adjacent to the tidal zone, landward and seaward, above and below HAT, are
protected under the Fisheries Act 1994. All other native plants and plant material growing
below HAT are also protected under the Act.

‘Dead marine wood’ means a branch or trunk that is or was part of a marine plant. Plant material
on tidal land includes all non-native species unless listed under the Biosecurity Act 2014 as a
Restricted Invasive Plant (RIP).

The following methodology was used to conduct the marine plant survey:

    •    The survey area was projected into ArcGIS pro 3.0.2 along with QLD government spatial
         data including vegetation management, waterways, elevation and cadastral layers and
         exported to the Avenza maps application for viewing on an Ipad with inbuilt GPS. The
         Queensland Government mapped HAT layer was sourced from QSpatial and projected
         into ArcGIS for visualisation of areas above / below HAT. This was ground-truthed on site
         by observing characteristics such as presence and absence of marine tolerant species
         and the landform, and adjusted to the high-water mark to compensate for inconsistencies
         in the data.
    •    The botanist surveyed the vegetation for marine plants designated under the Queensland
         Fisheries Act 1994. All plants below HAT were considered ‘marine plants’. Above HAT,
         plants were considered ‘marine plants’ if they were within/ or adjacent to a tidal area, and
         species listed in the Fish Habitat Management Operational Policy (Appendix 1, Table 3)
         (Couchman & Beumer, 2007) including mangroves, Melaleucas, Swamp she-oak with Salt
         couch understorey, Salt couch, Samphire and Mangrove fern.
    •    The area of marine plants occurring above and below the estimated HAT was measured
         by a vertical projection downwards of the living and attached plant material. This cover
         equates to the projected foliage cover in the Fish Habitat Management Operational Policy
         (Couchman & Beumer, 2007).
    •    The botanist recorded what percentage of the area occupied by each species or marine
         plant community would be subject to temporary impacts (i.e., where marine plants were
         considered likely to be able to recolonise within 5 years of disturbance) or permanent
         impacts (i.e., where clearing required for proposed works would result in permanent loss
         of marine plants).
    •    The maturity of mangroves and presence of pneumatophores was noted using the
         following size classes: adults (>2m tall); saplings (<2m tall); seedlings (<0.5m tall).
    •    Survey results were imported into GIS pro 3.0.2 for analysis of species composition and
         total areas of temporary and permanent impacts to marine plants from proposed works.
         Impervious surfaces such as concrete pathways were excluded from the areas of impacts
         to marine plants.




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3.0 RESULTS - MARINE PLANT IMPACT ASSESSMENT
The vegetation within the works footprint at Catalina Jetty is all within tidally influenced areas
and deemed as marine plants for this survey. The survey area is dominated by introduced
grasses Blue couch (Digitaria didactyla) and Buffalo grass (Stenotaphrum secundatum)
interspersed with a small amount of native Salt couch (Sporobolus virginicus) at the revetment
wall and along the river bank. Native spurge groundcover (Chamaesyce drummondii) is also
present in high density within the semi-paved access road area. Two Moreton Bay ash
(Corymbia tessellaris) trees with median Diameter at Breast Height (DBH) of 205mm occur
along the southern boundary of Lot 164 (Tree identification numbers 4 & 5, Figure 2), which
will not be impacted from proposed works.

Two large Swamp she oaks (Casuarina glauca), occur at the eastern and western boundary
of Lot 164 within Apex Park, with their root systems extending into the proposed works area
(Tree identification numbers 3 & 6, Figure 2). The root systems have also been impacted by
erosion exposing some structural roots along the river bank (northern side of trees). The Tree
Protection Zone (TPZ) and/or Structural Root Zone (SRZ) of these trees may be impacted by
proposed works, and arborist assessment may be required to advise on management of these
individuals, especially in relation to potential impacts from cementitious injection grout at the
western tree (tree number 6). In relation to tree health, it is considered that additional future
works may be required in the adjacent Apex Park to stabilise the structural root zone of these
trees to ensure that they are not undermined, resulting in potential collapse of these trees into
the river.

Within the river bed one small plant of Dugong grass (Halophila ovalis) with 6 leaves occurs
1m north of the eastern revetment wall within approximately 40cm deep water. The remainder
of the river bed area contains bare sand with a small amount of algae growth apparent on
some of the submerged rocks and parts of the wall.

Adjacent to proposed works along the Noosa River, Swamp she oak are growing below the
HAT along the river bank, with Moreton Bay ash (Corymbia tessellaris) Small-fruited grey gum
(Eucalyptus propinqua), and Fine-leaved red gum (Eucalyptus seeana) above the HAT on the
riverbank.

Total impacts to marine plants cover an area of 231.65m2 within the survey area. The areas of
permanent disturbance to marine plants associated with revetment wall replacement and
upgrade works include 13.2m2 within section 1 (eastern revetment wall), and 9.3m2 within
section 2 (western revetment wall). The areas of temporary disturbance to marine plants
associated with site access and a holding/ storage area for works include 207.5m2 within the
southern section of the Lot and part of adjacent Lot 151, as well as to 1.65m2 within the river
bed of section 1 & 2 where construction may temporarily disturb the sandy substrate and
associated marine plants.

The impacts to marine plants are summarised in Tables 1 and 2, and Figure 2.

The location and distribution of marine plants is shown in Figure 3, with further information on
trees present at site detailed in Appendix C.




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Table 1: Permanent impacts to marine plants

 CATALINA JETTY MARINE PLANTS PERMANENT IMPACT
 Location                 Description of impact                              Type of disturbance                         Area of impact
                                                                             Revetment wall replacement will cause                Total Area: 13.2m2
                          Salt couch (Sporobolus virginicus) occurs          loss of 13.2m2 of marine plants.
                          scattered at the top of the bank and around the                                                 Casuarina glauca roots (15%)
                          access ramp with exposed Swamp she oak             Care will be taken to ensure other marine                    Area: 1.98m2
 MP AREA- A               (Casuarina glauca) roots.                          plants adjacent to the revetment wall          Sporobolus virginicus (5%)
                                                                             upgrade works footprint are not
 Section 1 -                                                                                                                              Area: 0.66m2
                          Remainder of area contains Blue couch (Digitaria   disturbed.
 Eastern revetment                                                                                                            Digitaria didactyla (50%)
                          didactyla) and Buffalo grass (Stenotaphrum
 wall & associated                                                                                                                         Area: 6.6m2
                          secundatum).
 grass area. Refer to                                                                                                       Stenotaphrum secundatum
 Figure 2 for areas.                                                                                                                              (28%)
                          Sea algae species
                                                                                                                                          Area: 3.83m2
                          6 x small clumps at base of wall
                                                                                                                                         Algae sp. (1%)
                                                                                                                                          Area: 0.13m2

                                                                             Cementitious injection grout may cause
                          Swamp she oak (Casuarina glauca) root system       loss of 9.3m2 of marine plants.                       Total Area: 9.3m2
 MP AREA- B               (at riverbank and underneath revetment wall)
 Section 2 -              with bare sand.                                                                                 Casuarina glauca root system
                                                                             Care will be taken to ensure other
 Western revetment                                                                                                                               (99%)
                                                                             mangroves and marine plants adjacent to
 wall & associated        Sea algae species                                                                                               Area: 9.2m2
                                                                             the works impact corridor are not
 river bank area. Refer                                                      disturbed.                                                 Algae sp. (1%)
                          2 x small clumps at base of wall
 to Figure 2 for areas.                                                                                                                   Area: 0.1m2


                                                                                          Total Permanent Impact                               22.5m2




                                                                 Development is limited to permanently remove,
                                                                 damage, destroy marine plants within 22.5m2 in
                                                                 accordance with Condition 8 of referral agency
                                                                 response 2211-31930 SRA
Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                                                                           10

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Table 2: Temporary impacts to marine plants

 CATALINA JETTY MARINE PLANTS TEMPORARY IMPACT

 Location                 Description of impact                           Type of disturbance                         Area of impact

                          Bare sand dominates, with:                      Revetment wall replacement will cause               Total Area: 1.65m2
                                                                          temporary loss of 15m2 marine plants.
 MP AREA- C               Dugong grass (Halophila ovalis)
 Section 1 & 2-           1 plant – 6 leaves (east)                                                                          Halophila ovalis (18%)
                                                                          Marine plants that face temporary                            Area: 0.3m2
 Eastern & Western                                                        impacts are expected to grow back within
 revetment wall.          Sea algae species                                                                                         Algae sp. (9%)          Development is
                                                                          5 years.
 River bed area. Refer    15 x small clumps (east & west)                                                                            Area: 0.15m2           limited to
                                                                          Care will be taken to ensure other marine
 to Figure 2 for areas.                                                                                                    Dead marine wood (73%)
                                                                          plants adjacent to the revetment works                                            temporarily
                          Dead marine wood (1.2m2) (east & west)          area are not disturbed.                                      Area: 1.2m2
                                                                                                                                                            remove, damage,
                                                                                                                               Total Area: 207.5m2          destroy marine
                          Semi-paved area contains-
                                                                                                                                                            plants within
                          Native spurge (Chamaesyce drummondii) and
                          Blue couch (Digitaria didactyla) within the                                                             Semi-paved Area:          209.15m2 in
 MP AREA- D               latticework-style paving.                                                                        Chamaesyce drummondii
 Section 3 –                                                              Access track and site holding/ storage                               (28%)        accordance with
 Holding/ storage                                                         area may cause the temporary loss of                         Area: 58.1m2         Condition 9 of
 area.                                                                    207.5m2 of marine plants that are within           Digitaria didactyla (2%)       referral agency
 Majority above                                                           or adjacent to tidal areas.                                  Area: 4.15m2
 mapped HAT.                                                                                                                                                response
                          Grass areas contain –
 Southern and central                                                     Marine plants that face temporary                             Grass Area:         2211-31930 SRA
 section of Lot 164.      Blue couch (Digitaria didactyla) and Buffalo    impacts are expected to grow back within
                          grass (Stenotaphrum secundatum), with 2                                                          Digitaria didactyla (40%)
 Refer to Figure 2 for                                                    5 years. No impacts will occur to the 2
                          Moreton Bay ash (Corymbia tessellaris). Grass                                                                  Area: 83m2
 areas.                                                                   Moreton Bay ash (Corymbia tessellaris).
                          may be temporarily impacted, however no                                                        Stenotaphrum secundatum
                          impacts to these 2 trees will occur.                                                                                 (30%)
                                                                                                                                     Area: 62.25m2


                                                                                       Total Temporary Impact                             209.15m2




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                                                                                             Native Foresters

   Development is limited to permanently remove, damage,
   destroy marine plants within 22.5m2 and limited to
   temporarily remove, damage, destroy marine plants with
   209.15m2 in accordance with Conditions 8 and 9 of referral
   agency response 2211-31930 SRA




                                                            Works within waterway must be avoided
                                                            during large tidal events that encroach on the
                                                            temporary works area in accordance with
                                                            Condition 17 of referral agency response
                                                            2211-31930 SRA




                           FIGURE 2: Proposed marine plant impacts at Catalina Jetty


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                                                                                                                                                 Native Foresters




      b)     Swamp she oak at the western edge of works and proposed             c) Marine plants adjacent to the western works area (section 2). Note
             storage area at Catalina Jetty.                                     structural roots of Swamp she oak exposed.




        a)    Swamp she oak at the eastern edge of works and failed
              revetment wall area with grasses and dead marine wood.       d) Marine plants adjacent to the eastern works area (section 1).
                                              FIGURE 3: Marine plants surrounding Catalina Jetty, Noosa River



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                                                                                Native Foresters




4.0 SUMMARY AND RECOMMENDATIONS
The data collected during the marine plant survey of Catalina Jetty survey area indicates that
there is the potential for impacts to 231.65m2 of marine plants, which includes:

A total permanent area of 22.5m2 which includes:

     ▪    11.2m2 of permanent impact to Swamp she oak roots, where material will be removed or
          treated during revetment wall replacement and upgrade;
     ▪    0.66m2 of permanent impact to Salt couch, where material will be removed during
          revetment wall replacement and upgrade;
     ▪    6.6m2 of permanent impact to Blue couch, where material will be removed during culvert
          replacement;
     ▪    3.828m2 of permanent impact to Buffalo grass, which will be removed during revetment
          wall replacement and upgrade;
     ▪    0.23m2 of permanent impact to Sea algae, where material will be removed during
          revetment wall replacement and upgrade.

A total temporary area of 209.15m2 which includes:

     ▪    0.3m2 of temporary impact to Dugong grass on the river bed, where material will be
          impacted during revetment wall replacement;
     ▪    0.15m2 of temporary impact to sea algae on the river bed, where material will be impacted
          during revetment wall replacement and upgrade;
     ▪    1.2m2 of temporary impact to dead marine wood on the river bank, where material will be
          impacted during revetment wall replacement;
     ▪    87.15m2 of temporary impact to Blue couch within Lot 164 and 151, where material will
          be temporarily disturbed during use as an access road and storage site;
     ▪    62.25m2 of temporary impact to Buffalo grass within Lot 164 and 151, where material will
          be temporarily disturbed during use as an access road and storage site;
     ▪    58.1m2 of temporary impact to Native spurge within Lot 164 and 151, where material will
          be temporarily disturbed during use as an access road and storage site.

Care will be required during works to ensure that other marine plants within or adjacent to the
works footprint corridor are not disturbed, especially mature Swamp she oak directly adjacent to
the eastern and western extent of works within Apex Park (Lot 151). Consultation with a
professional Arborist (and in conjunction with Noosa Council), may be required to assess potential
risks to tree health from proposed works, and to assess future management options in relation to
ongoing erosion undermining the structural roots of the trees along the river bank. Temporary
impacts should be minimised to river bank and river bed areas containing marine plants within
the works corridor.




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                                                                                    Native Foresters



REFERENCES
Bureau of Meteorology (BoM). (2022). Climate data online. Retrieved from:
http://www.bom.gov.au/climate/data/.

Business Queensland. (2023). Restricted invasive plants. Queensland Government. Retrieved from:
https://www.business.qld.gov.au/industries/farms-fishing-
forestry/agriculture/biosecurity/plants/invasive/restricted

Couchman, D and Beumer, J. (2007). Management and protection of marine plants and other tidal fish
habitats. Queensland Department of Primary Industries and Fisheries, Fish Habitat Management
Operational Policy FHMOP 001.

Department of Agriculture and Fisheries (DAF). (2021). Queensland Waterways for Waterway Barrier
Works spatial data layer: Guide to determining waterways. Retrieved from:
https://www.daf.qld.gov.au/__data/assets/pdf_file/0011/1564508/QWWBW-Guide-to-determining-
waterways.pdf

Department of Agriculture, Fisheries and Forestry (DAFF). (2019). ALUM Classification Version 8
(October 2016). Australian Government. Retrieved from:
https://www.agriculture.gov.au/abares/aclump/land-use/alum-classification/alum-classes.

Leiper, G., Glazebrook, J., Cox, D. and Rathie, K. (2009) Mangroves to Mountains. A Field Guide to the
Plants of South East Queensland. Revised Edition. Society for Growing Australian Plants – QLD Region.

Queensland Herbarium (2021). Regional Ecosystem Description Database (REDD). Version 11.1 April
2019 (DSITI: Brisbane).

Queensland Government, Department of Infrastructure, Local Government and Planning. (2017). State
development assessment provisions, version 2. State code 11: Removal, destruction or damage of marine
plants. Department of Infrastructure, Local Government and Planning, Brisbane.

Queensland Government. (2017). State Development Assessment Provisions Guidance Material: State
code 11: Removal, destruction or damage of marine plants. Prepared by the Department of Agriculture and
Fisheries.

Queensland Globe. 2023. Queensland Globe. Queensland Government. Retrieved from:
https://qldglobe.information.qld.gov.au/

Queensland Government. (2023a). Request a vegetation or property map. Retrieved from:
https://www.resources.qld.gov.au/qld/environment/land/vegetation/vegetation-map-request-form

Queensland Government. (2023b). Request a species list. Retrieved from:
https://apps.des.qld.gov.au/report-request/species-list/

Queensland Government. (2023c). Environmental reports online. Retrieved from:
https://www.qld.gov.au/environment/pollution/management/environmental-reports-online

Queensland Government. (2023d). Request a coastal hazard property map. Retrieved from:
https://apps.des.qld.gov.au/map-request/coastal-hazards/

Wilson, P.R. and Taylor, P.M. (2012). Land Zones of Queensland. Queensland Herbarium,
Department of Science, Information Technology, Innovation and the Arts. Retrieved from:
https://environment.des.qld.gov.au/__data/assets/pdf_file/0038/89669/land-zones-queensland.pdf



Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                 15

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                                                                       Native Foresters



APPENDIX A – CATALINA JETTY – CONSTRUCTION DESIGN PLAN




Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment      16

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Native Foresters

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Catalina Jetty, Gympie Terrace, Noosaville — Marine Plant Assessment

18

 

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                                                                                                            Native Foresters




APPENDIX B – DATABASE AND MAP SEARCHES USED FOR
DESKTOP REVIEW OF SITE ENVIRONMENTAL VALUES
 DATABASE / MAP                 SOURCE         DESCRIPTION
 PRODUCT

 Regulated Vegetation           DR, 2023       Regulated Vegetation mapping shows vegetation categories that determine clearing
 Management Map                                requirements as gazetted under the Qld Vegetation Management Act 1999. The
                                               Regulated Vegetation Supporting map provides information on regional ecosystems,
                                               wetlands, watercourses, and essential habitat and factors.


 Protected Plants Flora         DES, 2023      This tool identifies whether a proposed clearing area lies within a high risk area that
 Survey Trigger Map)                           may contain EVNT plant species. It is used to determine when a flora survey needs
                                               to meet the requirements of the Queensland Flora Survey Guidelines – Protected
                                               Plants (NCA, 1992).

 Essential Habitat Map          DR, 2023       Essential Habitat is a vegetation ecotype that is considered by DES to form potential
                                               habitat for an EVNT species that is listed under the Nature Conservation Regulations
                                               (2020). Essential Habitat mapping is provided in conjunction with Regulated
                                               Vegetation Management mapping as gazetted under the VMA (1999).


 WildNET Database               DES/DSITI      Wildlife sightings and listings for all flora and fauna species within a designated area.
                                A, 2023

 EPBC Protected Matters         DoE, 2023      This tool generates a report that indicates whether matters of national environmental
 Search Tool                                   significance or other matters protected by the Environment Protection and
                                               Biodiversity Conservation Act 1999 that are likely to occur in your area of interest –
                                               Indicative only.

 Map of Referable Wetlands      DES, 2023      A statewide regulatory map under the Environmental Protection Regulation 2008
                                               which identifies wetlands of high ecological significance (HES) and general
                                               ecological significance (GES). HES wetlands are considered MSES under the
                                               Planning and Environmental Offsets legislation.

 Matters of State               DES, 2023      This report identifies MSES as referenced in the biodiversity state interest under the
 Environmental                                 State Planning Policy (SPP). MSES encompass environmental values protected
 Significance (MSES)                           under Queensland legislation, including Sea Turtle Nesting Areas.

 Queensland Waterways for       QLD Globe,     This spatial data layer guides the determination of whether operational work that is
 Waterway Barrier Works         2023           constructing or raising waterway barrier works i.e. works that may inhibit the free
 spatial data layer and                        movement of fish along waterways and onto floodplains, complies with the accepted
 guideline                                     development requirements or is assessable development requiring a development
                                               approval under the Planning Act 2016.


 Queensland Coastal             DES, 2023      These maps display the inland boundaries of the coastal management district. Maps
 Hazard Areas maps                             also display areas considered vulnerable to coastal erosion or permanent tidal
                                               inundation and areas that have a 1% or greater risk of storm tide inundation in any
                                               one year including projected climate change impact to 2100 (a 0.8m increase in sea
                                               level). It shows two risk areas: high risk areas where inundation would be greater
                                               than 1m in depth, and a medium risk area where inundation will be less than 1m.




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APPENDIX C – TREE IDENTIFICATION TABLE

 TREE     Species Name                 Common Name                     DBH (mm)         Latitude        Longitude       Notes
 ID
      1   Casuarina glauca             Coastal she oak                      480, 190     -26.39781551     153.0601211                     Adjacent to works. Roots exposed
                                                                                                                         Adjacent to works. Undercut – Concrete, geo-fabric,
      2   Park bench                                                                     -26.39780832     153.0600979                               rocks and roots exposed
                                                                                                                              3 Stems split at chest height, roots exposed at
                                                                                                                            revetment wall and access ramp. Understorey is
                                                                                                                             Common couch and Buffalo grass (95%) & Salt
      3   Casuarina glauca             Coastal she oak                  320, 230, 410    -26.39779737     153.0600653    couch (5%) at boat, Dead marine wood at waterline
      4   Corymbia tessellaris         Moreton Bay ash                            220    -26.39783495     153.0599692                 Scratches (small, possibly Sugar glider)
      5   Corymbia tessellaris         Moreton Bay ash                            190    -26.39783002     153.0599322                  Scratches (small, possibly Sugar glider)
                                                                                                                         With sapling Small-fruited fig (Ficus obliqua) at base
                                                                                                                             & Needle-leaf mistletoe (Amyema cambagei) in
                                                                                                                         canopy. Infilling and erosion at tree base – concrete,
                                                                                                                                rocks and structural roots exposed at base of
      6   Casuarina glauca             Coastal she oak                      490, 210     -26.39776599     153.0598244                                           revetment wall.




Catalina Jetty, Gympie Terrace, Noosaville – Marine Plant Assessment                                                                                                      20

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