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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
                                        MODIFY DRAINAGE AS REQURIED
                                        TO DIRECT RUNOFF INTO DAMS
                                                                                                                                                                                                                                                               CLEAN WATER DRAIN




                                                                                                                                              INSTALL CLEAN WATER DIVERSION BERM ON
                                                                                                                                              UPSTREAM SIDE OF WORKS WHERE PRACTICAL TO
                                                                                                                                              LIMIT CATCHMENT AND VOLUME REQUIRED IN BASIN




MULTIPLE DAMS ALONG TOE OF WORKS. VOLUME OF DAMS TO BE VERIFIED
TO SEE IF THEY CAN CAPTURE REQUIRED VOLUME FROM CAPPING WORKS.
IF VOLUME CANNOT BE RETAINED, COMPENSATORY EROSION CONTROL
WILL BE REQUIRED. DAMS ARE TO BE TREATED AND DEWATERED
FOLLOWING RAINFALL EVENTS IF USED AS SEDIMENT CONTROL




                                                                                                                                                                                 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)                                  CAPPING WORKS - SOUTHERN BATTER
                                                                                               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-06           B
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