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Attachment 6 - Stormwater Management Plan

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                                                                                                                                                                                                                                                      LEGEND

                                                                                                                                                                                                                                                                              EXISTING CONTOURS (0.5m)


                                                                                                                                                                                                                                                                              WORKS AREA


                                                                                                                                                                                                                                                                              FLOW DIRECTION

                                                                                                                                                                                                                                                                              EXISTING FLOWPATH


                                                                                                                                                                                                                                                                              EXISTING FLOWPATH TO DAMS


                                                                                                                                                                                                                                                                              BUND




                                                                                                                   EXISTING DAM COULD BE UTILISED FOR BATCH TREATMENT OF
                                                                                                                   CAPTURED WORK ZONES (RUNOFF PUMPED TO DAM). NSC IS TO
                                                                                                                   BE NOTIFIED IF DAM IS TO BE UTILISED WITH AGREEMENT ON
                                                                                                                   POST CONSTRUCTION RECTIFICATION TO BE UNDERTAKEN
                                                                                                                                                                                                                    AS WORKS PROGRESS TO NORTH WHERE BUNDING WILL
                                                                                                                                                                                                                    NOT CAPTURE RUNOFF, RAPIDLY UNDERTAKE WORKS AND
                                                                                                                                                                                                                    TURF PRIOR TO RAINFALL. IF TURF CANNOT BE PLACED,
                                                                                                                                                                                                                    APPLY TEMPORARY MATTING (JUTE) OR APPLY SOIL BINDER




       PROVIDE BUND DURING EARLY WORKS AT
       WESTERN END AS REQUIRED TO ENSURE
       NO RUNOFF CAN LEAVE WORKS AREA




                                                                                                                                                                                        ENSURE END OF CURRENT WORKS IS BUNDED (CAN LEAVE
                                                                                                                                                                                        SECTION HIGH WITH ALL EXCAVATION UPSLOPE). THIS WILL ALLOW
                                                                                                                                                                                        ALL RUNOFF FROM CLEAN WATER DRAIN TO BE CAPTURED.




                                                                                                                                                                                         CAPTURED WATER IN WORKED ZONE TO BE TREATED AND
       CONSTRUCT BUND IN GULLY IF PERIMETER                                                                                                                                              DEWATERED IN-SITU OR AS AGREED WITH SUPERINTENDENT
       ROAD IS NOT UNDERTAKEN CONCURRENTLY




                                                                                                                                                                      ADDITIONAL BUNDS MAY BE REQUIRED IN
                               NOT PRACTICAL TO DIVERT                                                                                                                UPSLOPE SECTIONS TO RETAIN ALL RUNOFF
                               EXTERNAL RUNOFF AROUND WORKS




                                                                                                                                                                                                CLIENT                                              PROJECT
                                                                                         0                    40                                                                                                NOOSA SHIRE COUNCIL
                                                                                                                                                                       COPYRIGHT C                                                                                      NOOSA LANDFILL EXPANSION
                                                                                                                                                                   TOPO GROUP PTY LTD
                                                                                                                                                                                                DRAWN                   DESIGNED      DATE          DRAWING TITLE
   B        REVISION FOLLOWING NSC COMMENTS                       KR        16/09/21
                                                                                               SCALE 1:2000                                                THIS DOCUMENT MAY NOT BE COPIED OR            KR                      KR      14/09/21             CONCEPT EROSION AND SEDIMENT CONTROL
                                                                                                                              ISSUED FOR USE               TRANSMITTED IN ANY FORM OR BY ANY
   A        ORIGINAL ISSUE                                        KR        14/09/21                                                                       MEANS IN PART OR IN WHOLE WITHOUT
                                                                                                                                                                                                RPEQ / SIGNATURE (IF REQUIRED)                                         CLEAN WATER DRAIN
                                                                                       NORTH
                                                                                                              A3                                           THE WRITTEN CONSENT OF TOPO GROUP                CPESC - 5395, RPEQ - 15954              PROJECT No                       DRAWING No          REVISION
REVISION     DESCRIPTION                                      APPROVED BY   DATE                                                                                         PTY LTD.                                                                                   20-0211                  CESCP-04         B
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