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A6107 Lot9 Stormwater Management Plan (RevB) June 2022 · OPW22/0166

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                                   9.
                                                                                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SEDIMENT BASIN AREAS
                                                                                                                                                                                                                                                                                                              .3

                                                                                                                                                                                                                                                                                                                                                                                                           AD )                                                                                                                                                                                                                                               9.   EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE




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                                                                                                                                                                                                                                                                                                         12

                                                                                                                   X
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                                                                                                                                                                                                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                                                                                                                                                        S P OM
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                                                                                                                                                                                                                                                                                                                                                                                                                                                             46
                                                                                                                                                                                                                                                                                                                                                                              .4
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                                                                                                                                                                                                   .0




                                                                                                                                                                                                                                                      12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   COMPLETED PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN
                                                                                                                                                                                                                                                                         .2




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                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.
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                                                                                                                                                                                                                                                                                                                                                                                                      93
                                                                                                                                               .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       150mm COMPACTED GRAVEL
                                                                                                  11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           t X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          22 A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PLACE UNTIL PERMANENT WORKS ARE COMPLETE AND CATCHMENT
                                                                                                                                              12




                                                                                                                                                                                                                                                                                                                                                                                                     9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                  HW L10
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            65
                                                                                                        | |
                                                                                                                                                                                                                                                                                                                                                                                                 T  R            48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HARDSTAND CBR15                             VEGETATION IS ESTABLISHED (75% GRASS COVER MINIMUM) .
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                                                                                                                                              PROPOSED PIT                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Em   6.
                                                                                      | |




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                                                                                                                                                                                                                                                                                                                                                                  .2




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                                                                                                                                                                                                                                                                                                     7
                                                                   .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.
                                                                                                                                  0




                                                                                | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       150mm CBR15 TEMPORARY PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE KEPT
                                                                                                                                                                                                                                                                                                    .9




                                                                                                                                              PROTECTION.
                                                                                                                                                                                                                                                      8
                                                                                                                              .9




                                                                                                                                                                                                                                                                                                                                                              10
                                                                  12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
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           14.0




                                                                          | |
                                                                                      6




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                                                             7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ROCK DAM @ 30m CTS.
                                                                                                                                                                                         9
                                                                                 .6
                                                            .7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TO A MINIMUM TO LIMIT THE EXPOSURE OF SOIL TO RAIN-DROP IMPACT
                                                                                                                                                                                        .8




                                                                                                                                              REFER    DETAIL
                                                                      |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RP
                                                                                12
                                               8 3




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >
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                                                                                                                                                  77
                                                                                                                                                                                                                                                                                                                                     4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BIDIM A14 GEOFABRIC PINNED TO TEMP.
                                             .7 1

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                                                 X          | |
                                           13 .83



                                                                          9




                                                                                                                                               1.                                                                                                                                                                                                                                                                                                                                                                            REFER DETAIL DRG ESC02

                                                                                                                                                                                                                                                                                                                                                                                    9.
                                                                   .3




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                                                      | |                                                                                     1DRG   ESC02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AND OTHER FORMS OF WIND/STORMWATER EROSION.
                                              13



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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BATTERS AS INDICATED




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                    .7




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                                                                                                                                                                                                                                                                                                                                                                                                          9.
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                                          | |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (EXTENT OF BATTER PROTECTION TO BE
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                          X
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                                                                                                                                                                                                                                                                                                                                                                                                                                      4 1                                                                                                                                                                                                                     11. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS
                        13




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                                                      6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONFIRMED ONSITE)




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                                                 .8


                                                                  .1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STANDARD SPECIFICATION.
                                            13


                                                             14




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.90                  PROPOSED EARTHWORKS LEVEL
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                                                                                             3




                                          X
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                                                                                      14
                                                                  .7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SWALE TO DIVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                                               X
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                                          X
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                                                                                                                       1




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                                                                                                                   .2




                                                                  X
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SURFACE RUNOFF TO SEDIMENT
                                                                                                                  14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING SHEET PILING




                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
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                                                                                                                                                                                                                                                                                                                                                            9.
                                                                                                                                       .2




                                                                  X                                                                                                                                                                                                                                                                                                              98             TANK/PUMP ROOM
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                                                                                                                                                                1




                                                                                                                                                                                                                                                                                                             .0
                                                                                                                                   14




                                                                                                                                                            .1




                                                                                                                                                                                                                                                                                                                                                                               9.                                                                                                                      BASIN '1'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X6.10
                                                                                                                                                                                        1




                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                           14




                                                                                                                                                                                    .8
                                                                                                              3




                                                                                            X                                                                                                                                                                                                                                                                                                   EARTHWORKS PAD
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                                                                                                                                                                                   13




                                                                                                                                                                                                                                                                                                                                                                                                     7




                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
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                                                                                                                                                                                                                                                                                                                                                                                                .1




                     CO
                                                                                                        13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ALL WORKS TO BE CARRIED OUT IN STRICT
                                                                                            X                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED TOP OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                              10


                                                                                                                                                                                                                                                                                                                                                                                                           4


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               | | | | | | | | | | | | |       |
                                                                                                                                                                                                                                                                                                                                     8




                        N                                                                                                                                                                                                                                                                                                                                                                       LEVEL RL8.2 (NOM)
                                                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                                          .1
                                                                                                                                                                                                                     8




                                                                                                                                                                                                                                                                                                   (NO D



                                                                                                                                                                                                                                                                                                                                    .0
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                    ARE SERV
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                                                                                                                   X
                                                                                                                                                                                                                 .1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ACCORDANCE WITH APPROVED SETTLERS
                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                            RL1 RKS P11.1
                                                                                                                                                                                                                                   12
                                                                                                                                      5




                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                               13




                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                   .7




                                                                                                                                                                                                                                                               .1




                                                                                                                   X                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED TOE OF BATTER
                                                                                                                              13




                                                                                                                                                                                                                                                          12




                                                                                                                                                                                                                                                                                                                                         POOL AREA                                                                                                                                                                                                                                                                                                                                    COVE NOOSA RESIDENTIAL HIGH DENSITY
                       A (P ATIO                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED PIT
                                                                                                                                                                                                                                                                                                                                                 55




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      > > >
                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                       X
                                                                                                                                                                                                                                                                                                                                             9.




                           OS
                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                         EARTHWORKS PAD
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                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                               0.0




                                                                                                                                                                                                                                                                                                                                                                                                                          >>
                              CW N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
                                                                                                                                                       X> >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    606                                                 PROPOSED SWALE
                                                                                                                                                                                                                 .0




                                                                                                                                                                                                                                                                                                                     .3




                                                                                                                                       X                                                                                                                                                                                                                                                                                                                                       PROTECTION.
                                                                                                                                                                                                                                                                                                                                                                 46
                                                                                                                                                                                                                                                                                   LEV0.91 THWO
                                                                                                                                                                                                               13




                                                                                                                                                                                                                                                                                                                 10




                                                                                                                                                                                                                                                                                                                                                                9.




                                                                                                                                                                                                                                                                                                                                         LEVEL RL8.2 (NOM)                                                                                                                                                                                                                                                                                                                            DATED 21 JULY 2005 BY WBM OCEANICS.
                                P)                                                                                                                          > >                                                                                                                                                                                                                                                                                                                REFER DETAIL
                                                                                                                                                                                                                                                                                                                                                                                        48
                                                                                                                                                                                                                                                 9
                                                                                                                                                                           7




                                                                                                                                                                                                                                             .3
                                                                                                                                                                         .4




                                                                                                                                                                                                                                                                                                                                                                                                     77
                                                                                                                                                                                                                                                                                                                                                                                      9.




                                                                                                                                                       X                                                                                                                                                                                                                                                                                                                                                                                                                                                               FINISHED SURFACE CONTOUR
                                                                                                                                                                                                                                            12
                                                                                                                                                                     13




                                                                                                                                                                                                                                                                                        EL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SP195871
                                                                                                                                                                                                                                                                                                                                                                                                9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DRG ESC02
                                                                                                                                                                                                                                                                                    E1AR




                                                                                                                                                                                                                                                                                                                                                                                                                                                X0


                                                                                                                                                                 > >
                                                                                                                                                                                                                                                                       0




                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                    .6




                                                                                                                                                                                                                                                                                                                                                                                                                            X
                                                                                                                                                                                                                                                                                                                                                                                                                                             5.
                                                                                                                                                                                                                                                                  11




                                                                                                                                                          X                                                                                                                                                       SEDIMENT BASIN '1'.                                                                                                                                                                                                                                                                                  EXISTING SURFACE CONTOUR
                                                                                                                                                                                                   5




                                                                                                                                                                                                                                                                                                                                                                                   51
                                                                                                                                                                                                 .0




                                                                                                                                                                     > >
                                                                                                                                                                                                                                                                                                                                             44




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W Y (> IDE
                                                                                                                                                                                                                                                                                                                     99
                                                                                                                                                                                              13




                                                                                                                                                                                                                                                                                                                                                                                  9.




                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                               X | |




  HABITAT PROTECTION FENCE TO BE ERECTED
                                                                                                                                                                                                                                                                                                                                            9.




                                                                                                                                                                                                                                                                                                                  REFER DETAIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IR 00)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                              2




                                                                                                                                                                                                                                                                                                                 9.
                                                                                                                                                                                                                           .5




                                                                                                                                                                                                                                                                                                                                                                                                                     

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