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Civil Engineering plans · OPW25/0042

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                                                                                                                21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEDIMENT & EROSION CONTROL NOTES




                                          19




                                                                                                                                                                                                                                                                                                                                                22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.   ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO BE INSTALLED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ACCORDANCE WITH THE I E AUST SOIL EROSION & SEDIMENT CONTROL MANUAL,
                                                                                                                                                                                                                                                    23                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               AS DETAILED ON THIS PLAN, OR AS REQUIRED FOR COMPLIANCE WITH THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REQUIREMENTS OF THE ENVIRONMENTAL MANAGEMENT PLAN.

                                         20
                                                                                                                                                                                                                                                    22




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                                                                                                                                                                                                                                                                                                                                                                   21                                                                                                                                                                                                                                                                                                                                                                                           2.   THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT & EROSION
                                                                                                                                                                                                                                       S                                                  S                                                               S                                                S                                                               S                                                                                                                                                                                                                                                                                         CONTROL DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS:
                                                                                                                                   21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (A) DURING CONSTRUCTION
                                                                                                                                                                                                                                                         21
                                                                                                              20                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (i) DAILY DURING DRY WEATHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (ii) PRIOR TO PREDICTED STORM EVENTS
18




                                                                                                                                                                                                                                                                                      PROPOSED SILT FENCE.                                                                                                                                                                                                                                                                                                                                                                                                                                                               (iii) TWICE DAILY DURING PROLONGED RAIN
                                                                         W                                                                                                                                                                                                            REFER DETAIL DRG ESC02                                                                                                                                                                                                                                                                                                                                                                                                                                                             (iv) DURING AND AFTER MAJOR STORM EVENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (B) DURING DEFECTS LIABILITY PERIOD
                                                                                                               19
                                                                                                                                                                                                                W                                                      W                                    W                                                                      W                                                                                                                                                                                                                                                                                                                                                                                     (i) WEEKLY DURING DRY WEATHER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                         X                     X                X                     X                           X                       X                 X              X                   X                             X                  X                        X                       X                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (ii) PRIOR TO PREDICTED STORM EVENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X
            19




                                                                                                                                                                                                                                                                                                                 20
                                                                                                                                         X                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (iii) TWICE WEEKLY DURING PROLONGED RAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |
                                                                 PROPOSED PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (iv) DURING AND AFTER MAJOR STORM EVENTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |
                                         W




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                                                                                                                                                                                                   20
                                                                 PROTECTION.
                                                                           X
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED     PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        19.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                 REFER DETAIL




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3.   THE CONTRACTOR IS TO CONSTRUCT AN ENTRY/EXIT SEDIMENT TRAP AS




                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                           | D|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROTECTION.| | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                 DRG ESC02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X                                                                                                                                                                                                    DETAILED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS.




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                                                                                                                                                                                                                    19                                                                                                                                                                                                                                                              REFER DETAIL




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            18




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                                                                          X




                                                                                                                                                                                                                                                                                                      PROPOSED PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                 | |
                           17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     20.5
      PROPOSED SILT FENCE.                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRG ESC02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   X                                                                                                                                                                            4.   ALL STOCKPILES TO BE TEMPORARILY GRASSED & GRADED TO ENSURE CONTROL




                                                                                                                                                                                                                                                                                                                                                                                                                                            |
                                                                                                                                                                                                                                                                                                      PROTECTION.




                                                                                                                                                                                                                                                                                                                                                                                                                                              ||
      REFER DETAIL DRG ESC02                                                                                                                                                                                                                                                                            18                                                                                                                                                                                                                                                                                                                                                                                                                                                           OF RUNOFF. ALTERNATIVELY, SEDIMENT FENCES TO THE DOWNSTREAM FACE OF




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                                16                                                                                                                                                                                                                                                                    REFER DETAIL
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                                W




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                                              15.5                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STOCKPILES ARE TO BE INSTALLED, WITH CUT-OFF DRAINS UPSTREAM.
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                                                                     X




                                                                                                                                                                                                                                                                                                      DRG ESC02
                                                                                                                                     | |                                                                                                        |
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                                                                                                                                                                                                                                                    | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |




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                                                                                                               | |                                                                                 S                                           S                                                  S                                 S
                                                            >




                                                                                                                                                                                                                                                                                          17                                                                                                                                                                                                                                                                                                                                                                      PROPOSED SILT FENCE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X                                                                                                                                         5.   ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT. ROUGHENING TO
                                                                                                        |




                                               15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         X
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                                                                                                                                                                                                                             17                                                                                                     17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REFER DETAIL DRG ESC02
                                                                                              |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONSIST OF LATERAL (90° TO SLOPE) GROOVES 100mm DEEP AT 2m MAX.
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                                                                         X




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                                                     14.5                                                                                                   16
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X                                                                                                                               SPACINGS.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          21.5
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                                                            14                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.   ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED
                                     W




                                                                                                                                            |

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                            X




                                                                                                                                                                                                                                                                                          15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TO PREVENT EROSION. ROUGHEN SURFACE BY FORMING LATERAL GROOVES




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                                                                          D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     50mm DEEP AT 1m MAX. SPACINGS AND 5m MAX. LENGTHS.
                                                                    .5




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                                                                             S




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED PIT
                                                                                                                                                     X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.   SEDIMENT & EROSION CONTROL DEVICES (OTHER THAN THOSE ALREADY SHOWN)




                                                                                                                                                                                                                                                                                                                                                                                                               D
                                                                             13                                                                                                                                                                              PROPOSED13TEMPORARY SEDIMENT BASIN '1'




                                                                                                                                                                                                                                                                                                                                                                                                                              18
                                                                                                                                                                                                   14                                                                                                                                                                                                                                                                                                                                                                                                   PROTECTION.                                                                                       X
                                     S




                                                                                                                                                                                                                                                             (AS PART OF EARLY WORKS)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TO BE INSTALLED WHERE NECESSARY & AS DIRECTED ON SITE BY THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20
                                                                                                                                                                                                                         13                                                                                                                                                                                                                                                                                                                                                                             REFER DETAIL                                                                                                                                                 SUPERINTENDENT.




                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                             REFER DWG ESC02 FOR DETAILS 13
                                                 W




                                                                                                                                     X




                                                                                                   W
15                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRG ESC02                                                                                                       X
                                                                                                 ExR




                                                                                                                                                                                                                                                                                                                                                         14
                                                                                                   L1




                                                                                                                    BA L13.




                                                                                                                                                                                                                                                                       12
                                                                                                       2.59




                                                                                                                      SE 0
                                                                                                                      R
                                                                                   RL1




                                                                                                                       ExT




                                                                                                                         OF




                 ROCK DAM @ 30m CTS.                                                                                                                                                                                                                                                                                  12
                                                                                                              ExR
                                                                                     2.78




                                                                                                                           W
                                                                                                                             13



                                                                                                                             PM
                                                                                                                L1


                                                                                                                                .23




                                                                                                                                  T
                                                                                                                                  2.51




                                                                                                                                                     | | | |         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.   SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE INDICATIVE ONLY. IT
                                                                                                                                  13




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                                                                                                                                                                                                                                                                                                                                                                                                                   17
                                                                                                                                                                             13
                                                                                                                       X




                 REFER14 DETAIL DRG ESC02                                                                                                                                                                                                           > > > > > > > > > > > > > >                        11
                                                                                                                                                ||




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IS THE RESPONSIBILITY OF THE SITE MANAGER TO ENSURE THAT THE INTENT OF




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     THIS PLAN AND THE ENVIRONMENTAL MANAGEMENT PLAN ARE COMPLIED WITH.
                                                                                                                            >




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                                                                                                                        D




                                TEMPORARY SWALE TO                                                                                                                                                                                                                                         ROCK DAM @ 30m 1CTS.
                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                        TEMPORARY SWALE TO                                                                                                                                                                                                                                                                                                                                                      9.   EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE COMPLETED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                10                                                     9
                                                                                                         S




                                                                                                                                                                                                                                                                                                                                               11




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                                SEDIMENT 12BASIN '1'.                                                                                                                                                                                                                                      REFER DETAIL DRG  ESC02                                                                      SEDIMENT BASIN '1'.                                                                                                                                                                                                                                                                                                                                                          PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN PLACE UNTIL




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                                                                                                                                                X           10                        X            X       9
                                                                                                                                                                                                                         X                     X                           X                                    X              X                     X                            X                  X                  15
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PERMANENT WORKS ARE COMPLETE AND CATCHMENT VEGETATION IS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    X
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ESTABLISHED (75% GRASS COVER MINIMUM) .
                                                                                                                                                                                                                                                                                                       9




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                           11
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                                                                                                                                                                                          S                                                                                                                                                                                                                                                                                                            X                                                                                                                                                                PROPOSED PIT                                                         21.5




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROTECTION.                                                                 S           10. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE KEPT TO A




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                                                                                                                                                                                                                                                                                                                                                               9                           11             

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