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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




                                                                                                                                                     CAPTURED WATER IN WORKED ZONE TO BE TREATED AND
                                                                                                                                                     DEWATERED IN-SITU OR AS AGREED WITH SUPERINTENDENT




                                             DURING STRIPPING, FORM LARGE BUND ACROSS CURRENT GULLY
                                             TO ENSURE WORKS AREA IS ENCAPSULATED UNTIL ADDITIONAL
                                             FILL IS PLACED TO FORM BUNDED ZONE (CAN INCORPORATE INTO
                                             PERIMETER ROAD FILL IF UNDERTAKEN AT THE SAME TIME)

                                                                                                                                                                                                                                         DURING STRIPPING, FORM LARGE BUND ACROSS CURRENT
                                                                                                                                                                                                                                         GULLY TO ENSURE WORKS AREA IS ENCAPSULATED UNTIL
                                                                                                                                                                                                                                         EXCAVATION OCCURS TO FORM SELF CAPTURED ZONE




                                                                                                                                                                                                   CLIENT                                                 PROJECT
                                                                                                          0                    20                                                                                  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 1:1000                                  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)                                          CELL 1.1 & 2.2 EXPANSION
                                                                                                        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-02         B
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