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Judgment - Stockwell v Noosa Council - PEC Appeal 1998 of 2024 - 26.06.25 · MCU22/0094

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                                                                                                                                                                                                                                                                                                                II
                                                                                                               UPSTREAM PROPERTY                                                                                                                                                          II
                                                                                                                                                                                                                                                                                                               6.2                                                                                                                                                                                                                                                                                                                                           LEGEND




                                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                                                                                                                                      II                                           6.0
                                                                                                               CONNECTION                                                                                                  II                                                                                                                                                  REALIGNED PROPERTY                                                                                                                                                                                                                   EXISTING                                                                       PROPOSED
                                                                                                                                                                                                                                                                             5.8                   WALL




                                                                                                                                                                                                                                                                                                                                  5.06.4
                                                                                                                                                                                                II                                   5.6                                      RET
                                                                                                                                                                                                                                                     WALL                                                                                                                      BOUNDARY




                                                                                                                                                                                                                                                                                                                                  RET
                                                                                                                                                                   II                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BOUNDARY
                                                                                                                                          II                                       5.4                                               RET
                                                                                                                     II
                                                                                                                                                                                          5.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EASEMENT
                                                                                                    II                                                                                                                                                                                                                                                                                                                                                                                                  900 x 900 DOME




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DETENTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXTENDED
                                                                                                                                                                                                                                                                                                                                   II WALL
                                                                                II                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5.00                           CONTOUR                                      5.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TOP GRATE




                                                                                                                                                                                                                                                                                                                                        5.25.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            300
                                                   4.4                4.6                                                                                                                        5.0                                                               Outdoor Play                                                                                                                                                                                                                                                                                                                                                                               BUILDING




                                                                                                               5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                              REFER LANDSCAPE ARCHITECTS                                                                                                                                                                     CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                         DRAWINGS FOR SURFACE VEGETATION                                                                             RL 4.10




                                                                       4.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EDGE OF BITUMEN




                                                                                                                                                                                                                                                                                                                                         RIEI T
                                                                                                                                                                                                                                                                                                                                             5.0
                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING PROPERTY                                                                                                                                                                                                                         KERB
                                                                                                                     USIL 4.23                                                                                                                                                                                                                                                                                        BOUNDARY                                                                                                                                                                                                                           CONCRETE INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SURFACE LEVEL 3.80




                                                                                                                                                                                                                                                                                                                                             WALL
                                                                                                                     DSIL 4.13                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW                      STORM WATER MAIN
                                                                                                                                                                                                                                                                                                                      Ext Store
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W                        WATER MAIN                                        W




                                                                                                                                                                                                                                                                                                                                                 II
                                                                                                                                                                                                                                                                                                                                                     5.6
                                                                                     ALONG KERB
                                                                                      0.5% FALL
                ROCK ON GEOFAB AT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S                        SEWER MAIN                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           500
                                                                                                                                                                                                                                                                Amenities




                                                                                                                                                                                                                                                                                                                                                  RET
                                                                                                                                                                                        Bin
                 OURLET HEADWALL                                                                                                                                                                                                                                                                                     Sleep Room                                                                                                                                                                                                                                                                                                    T                   TELECOMMUNICATIONS
                                                                                                    4.8




                                                                                                                                                            300Ø
                 OVER FILTER MEDIA                                                                                                                                                                                                                                                                                                                                                                                                                      SANDY LOAM. TO SATISFY A                                                                                                                                                   E                      U/G ELECTRICITY
                                                                                                                                                                                                                                STUB FOR HYDRAULIC




                                                                                                                                                                                                                                                                                                                                                      IIWALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                      HYDRAULIC CONDUCTIVITY OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 100
                                                                                                          USIL 4.11
                                                                                                                                                                                                          Sleep Room
                                                                                                                                                                                                                                CONNECTION.                                                                                                                                                                                                                                                                                                                                                                                                               O/H ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                         5.0
           EXISTING 600mm DIA SW                                                                                                                                                                                                                                                                                                                                                                                                                                       200mm / hr.                                                                                                                                               II                            FENCE




                                                                                                                                                                              5.0
                                                                                                                                                                                                                                TYPICAL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           200
         PIPE AS PER BYDA NOOSA                                                                           DSIL 4.03
                                                                                                                           300Ø                                                                                                                                 Prep Store                                                                                                                                                                                          COARSE SAND                                                                                                                                                                               BARRIER                          8    8     8       8     8   8
                   SHIRE COUNCIL                                                                                                                                                                                                                                                                                                                                                             3.0kL SLIMLINE TANK TO
                                                                                 RL 4.0m




                                                                                                                                                                                                                                                                                                                                                           REIIT
                                                                                                                                                                                        Drying                                                                                                                        Ext Store                                                                                                                                                                                                                                                                                    RET                     WALL           RETAINING WALL                           RET            WALL
                                                                                                                                                                                                                                                                                                                                                                                             HARVEST ROOF RUNOFF                                              GRANULAR BACKFILL
                                                                                         4.0        4.2
                                                                                                    4.4
                                                                                                    4.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LANDSCAPE WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             150Ø SLOTTED uPVC PIPE
                            BIO BASIN.                                                                                                                                                                                                                                                               Pram                                                                                                                                                                                                                                                                                                                                                  TOP OF BATTER




                                                                                                                                                                                                                                                                                                                                                               WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WITH 1.5-2mm SLOTS (1.5m MAX
                           AREA: 12 m2.                                                                                                                                                                                          Bed
                                                         SW




                                                                                                                                                                                  Ldy/cleaner                                                                                                                                                                                                                                                                                                                                                                CTRS, 0.5% MIN. GRADE)                                                                       FACE OF BATTER
                PROPOSED 3.0m WIDE




                                                                                                                                                                                                                                                                                                               5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TOE OF BATTER




                                                                                                                                                                                                                                                                                                                                                                 II
                                                          4.10
              PUBLIC THOROUGHFARE                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TYPICAL FILTER MEDIA DETAILS                                                                                                                SWALE DRAIN
                                                   4.2




                                                                                                                                                                                                                                                                                                                                                                 RET
                         FOOTPATH.                                                                                                                                                                                                             BUILDING                                                                                                                                                                                                                                                         SCALE 1:20
                                                         SW




 EXISTING SW PIPE DRAWN IN                                                                                                USIL 4.13                                                                                                             FFL 5.00                                                                                                                                                                                                                                                                                                                                                                                                       ROOF AREA




                                                                                                                                                                                                                                                                                                                                                                      IW
                                                                      4.6WALL




                                                                                                                                                                                                                                                                                                                                                                       I ALL
                                                                          4.4
                                                                          4.8




  AS PER BYDA NOOSA SHIRE                                                                                                 DSIL 4.05                                                                                                                Prep Store                  Amenities

                   COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MEDIUM               PARTICAL SIZE        CONTENT/ SIEVE - % PASSING




                                                                                                                                                                                                                                                                                                                                                                           5.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ROAD AREA
                                                                      4.8 RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SANDY LOAM           COMPLIANT WITH       5 - 10 % ORGANIC
                                                         SW




                                                                                                                                                                                                                                                                                                                                                                           II
                                                                                                                                                                                                                                                           ROOF                                                                                                                                                                                                                                                              FAWB GUIDELINES      pH 6.0 - 8.0
                                                                                     ALONG KERB
                                                                                      0.5% FALL




                                                                                                                                                                                                                                                                                                                                                 Outdoor Play
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  200mm/hr HYDRAULIC




                                                                                                                                                                                                                                                                                                                                                                           RET
                                                                                                                                                                                                                               Bed                                                                                                                                                                                                                                                                                                                CONDUCTIVITY.                                                                                            LANDSCAPE AREA
                                                                                                                                                                                                                                     STUB FOR HYDRAULIC                                                                                                                                                                                                                                                 COARSE SAND          1.0mm TYP.           1.4mm - 100%




                                                                                                                                                                                                                                                                                                                                                                               IIWALL
                                                         SW




                                                                                                                                                               300Ø




                                                                                                                                                                                                 5.0                                 CONNECTION.                                                                                                                                                                                                                                                                                                  1.0mm - 80%
                     LANDSCAPE                                                                                    ROAD                                                                                                               TYPICAL.
                                                                                                                                                                                                                                                     Staff Room

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.7mm - 44%
                                                                                                                                    4.8




                                                                                                                                                                                                Store &                                  Kitchen
                                                                      WALL




                                                                                                                                                                                                Comms
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.5mm - 8.4%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GRANULAR             5mm




                                                                                                                                                                                                                                                                                                                                                                                        II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BACKFILL
                                                         SW




                                                                                                                                                                                                 USAB




                                                                                                                                                                                                                                                                                                                                                 II
                                                                      RET




                                                                                                                                                                                                                                                                                                                                                                                         5.0
                                                                                                                                                                                                     Program




                                                                                                                                                                                                                                                                                                                                                                                          II
         BARRIER AND RETAINING WALL.
                                                         SW




                                                                                                                                                                                                                                                                                                                                                 II
         NEW SUSPENDED BOARDWALK
                                                  4.0




               AND ARBOUR. REFER TO                                                                                                                                                              Office




                                                                                                                                                                                                                                                                                                                        5.0




                                                                                                                                                                                                                                                                                                                                                                                               II
                  ARCHITECTURE DRG.                                                                                                                                                                                                  Store
                                                                                                                                                                                                                                                                                                                                                                                                                                                           SUSPENDED OPEN BOARDWALK
                                                                                USIL 3.82                                                                                                                                                      Bed         Prep Store                          Amenities                                                                           II
                                                         SW




                                                                                                                                                                                                                                                                                                                                                 II
                                                                                                                                                                                                                                                                                                                                                                                                                                                               TO ALLOW FILTERED LIGHT
                                                                      4.2




          600mm MIN. CUT OUT IN KERB                                            DSIL 3.80
                                                                                                                                         Ø
                                                                                                                                      300




          FOR BIO BASIN INLET. REFER                                                                           USIL 4.03                                                                                                                                                                                                                                                                                                                                            THROUGH TO PLANTS
                                                                                                                                                  B


                  TO SECTION DETAIL                                                                            DSIL 3.84




                                                                                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BIO BASIN
                                                                                                                                                      4.8                                                                                                                                                                                                                                                                                                               RETAINING AND                                                                                                   0.6m HIGH
                                                                      4.4
                                                                                                                                                                        4.8




          S                                                                                                                                                                                                     Bed STORE
                                                                                 4.6




                             BIO BASIN.                       2                                                                                                                                                                                                                                                                                                                                                                                                       LANDSCAPE SEAT                                                                                                    BARRIER (TYP.)
                                                         SW




                          AREA: 24.7 m2.                      -              RET             WALL
                                                                                                                                                                                                 Meeting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CARPARK                                                                             0        0.2    0.4          0.6           0.8       1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                      B




                                                                                                                                                                                                                                                                                                                                                                                                      II
                          REFER DETAIL                                                                                                                                                                               Ext. St
                                                                                        RL 3.8m                                                                                                                                                                                                                                                                                                                                                                                                                 NATURAL
                                S                                                                                                                                        II                                    5.0                                                                                                                                                                                                                                                    HOFMANN
                                                                                                           300Ø                       B

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SURFACE                                                            RL 4.50                                                                                 SCALE          1:20 (A1)               1:40 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DRIVE
                                                                                                                              4.6




 PROPOSED WALL TO BRIDGE                     S                                         3.8
                                                                                       4.2
                                                                                       4.0                                                            225Ø                                           USIL 3.63                                                                        Outdoor Play                                                                                                                                                                                 EX. RL 4.25                                                                                                                                                                             0        0.5    1.0                        2.0       2.5




                                                                                                                                                                                                                                                                                                                                                                                                           II
                                                                                                                                      B

 EXISTING STORMWATER LINE
                                                    SW




                                                                                                                FALL                                                                                 DSIL 3.59
                                                                                                                                                                         II                                                                                                                                                                                                                                                                                                                                      BIO BASIN SL 3.80
      EXISTING 375Ø SW PIPE                                                                                                           B
                                                                                                                                                                                                                                                                                                                          LANDSCAPE                                                                                                                                                                                                                                                          RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE          1:50 (A1) 1:100 (A3)
                                                                      SW




                                                                                                                                                                                                                                                                       USIL 3.72                                                                                                                                                                                                                                                                                                             WALL
                   USIL 3.00                                                                                                                                                                                               225Ø




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.80
                                                                                                                                                                                                 II




                                                                                             1                                                                                                                                                                         DSIL 3.65
                   DSIL 2.90                                                              S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0         2       4           6             8        10
                                                                                                                                                                                                                                                                                                                                                                                                                II
                                                                                           -
                                                                                                                                          B
                                                                                                                                                                                                                                                                                                                                                                                                          4.8
                                                                                                                                                                                                                           II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RL 3.00
                                             SW




          EXISTING SW PIPE                                             4.2
                                                                                                                                                                                                                                                    II
                                                          SW




                                                                                                           S               USIL 3.18          B

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:200 (A1) 1:400 (A3)
     DRAWN IN AS PER BYDA
                                                                  S




                                                                                                                                                            OCEANPROTECT JELLYFISH                                                                                                                                                                                                                                                                                                    FILTER MEDIA. REFER
                                                                                                                                                                                                                                                                                 II




     NOOSA SHIRE COUNCIL                                                                                                   DSIL 3.14
                                                                                                                                                            TREATMENT DEVICE (JF-1200-2-1)                                                                       4.8
                                                                                                                                                                                                                                                                                                               II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TYPICAL DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                     II


SW
                                                                                                                                                                                                                                                                                                                                    II
                                        SW




                                                                                                                                                            TO BYPASS BIORETENTION.
                                                                                                                                                                                                                                                                                                                                                                        II




                                                                                                                                4
                                                                                                                  ROCK ON.4GEOFABS
                                                                                                                                                                                                                                                                                                                                                                                                     II




                     EX. 7
                                             SW




               SW         50Ø
                                                                                                                  OVER FILTER MEDIA                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        H       10.04.25 FOR APPROVAL                                                    BT        LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BIO BASIN 1 SECTION 1
                                                                  S




                              S                                                                                                                                               S                                                                                                                                                                                       USIL 3.83
                        IL 2. W                         STORMWATER DISCHARGE TO                                                                                                                                                              4.6                                                                                                                                                                                                                                                                                                                                                                                           G       03.04.25 FOR APPROVAL                                                    BT        LS
                                                                                                                                                       W




                             88                                                                                                                                                                                                                                                                                                                                       DSIL 3.74
                                                        EXISTING 1050Ø MANHOLE.                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE 1:50                              -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           F
                                                                                                                                                                                                                                                                                                                                                                                               4.6




                                                   SW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              28.03.25 FOR APPROVAL                                                    BT        LS
     W
                                                                       SW                                                                                                                      S
                                                                                                                                                                         LOCATION OF PITS AND PIPES                                                                                                                                                                                                                                                                                                                                                                                                                                        E       25.03.25 FOR APPROVAL                                                    BT        LS
                                                                      S




                                                                                                  SW
                                                                                                                                                                         INDICATIVE ONLY AND SUBJECT
                                                                                                                                          W




                 W                                                                                                                                                                                                                                                                 S                                                                                                                                                                                                                                                                                                                                                       D       31.03.23 FOR APPROVAL                                                    BT        LS
                                                                                                                  SW                                                     TO PLAYSCAPE DESIGN.                                                                                                                    S                                                                                                                                                                                                                                                                                                                         C       10.03.23 FOR APPROVAL                                                    BT        LS
                                W                                                                                                         SW                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                                          E      E            E                                                                                                                                                                                            ISSUE DATE                      AMENDMENT                                        BY       APP
                                                                                                                                                                    SW                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                SW




                                                                                                                            HOF
                                                                      S




                                                                                                                               W




                                             W                                                                                                                                                       SW                                                                                                                                                                                                                   S               S                                                                                                                                                                                                COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
                                                                                                                                      MA N                                                                                                                                                                                                                                     E
                                                                                                                                                       N DR                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ABN: 39 062 191 799
                                                                                                                                                                        IVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                  S

                                                                                                                                                                                                                                                            SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                                                                                 SW




                                                                                                                                                                                                                                                                                                 SW                                                                                                                                                                                                                                                                                                                                                                                                           E: [email protected]
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                     E
                                         TREATMENT TABLE
                                                                          S




                                                   W
                                                                                                                                                                                                                                                                                                                        SW                                                                                                                                                                                                                                                                                                                                                                                    Level 4, Building 3,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Kings Row Office Park,
                                                                                                      W                                                                                                                                                                                                                                                    SW
                                                                                                     CATCHMENT  IMPERVIOUS                                                                                                                                                                                                                                                                                                                                              0.60m BREAKOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          42 McDougall Street, Milton, QLD, 4064
          MUSIC NODE                     TREATMENT TYPE
                                                                                                      AREA (Ha)   AREA (%)                                                                                                                                                                                                                                                                                                                                              IN BARRIER KERB                                                                                                                                                     CLIENT:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SUSPENDED BOARDWALK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                    BIO RETENTION BASIN - 24.7m2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OVER BIO BASIN                                       STOCKWELL DEVELOPMENT GROUP PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP BDY
              ROOF                                                                                        0.094                       100
                                         RAINWATER TANK
                                    BIO RETENTION BASIN - 24.7m2                                          0.069                       100
                                                                                                                                                                                                                                                                   PROVIDE 0.5m TURF                                                                                                                                                                                                                                                                                                   CARPARK

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