Attachment 6 - Stormwater Management Plan

                                                                                                                                                                                                                    LEGEND

                                                                                                                                                                                                                                            EXISTING CONTOURS (0.5m)


                                                                                                                                                                                                                                            CATCHMENT TO BASIN


                                                                                                                                                                                                                                            CATCHMENT TO CWD


                                                                                                                                                                                                                            1               CATCHMENT LABEL


                                                                                                                                                                                                                                            FLOW DIRECTION

                                                                                                                                                                                                                                            EXISTING FLOWPATH
                                                                                                                                                         CELL 3.2 & 3.3 SPLIT INTO QUADRANTS.
                                                                                                                                                         ONCE FLOW CAN BE CONVEYED TO BASIN
                                                                                                                                                         A MAXIMUM OF TWO QUADRANTS                                                         CLEAN WATER DRAIN
                                                                                                                                                         CONVEYED TO BASIN. OTHER QUADRANTS
                                                                                                                                                         CAPTURED OR DIRECTED TO CLEAN                                                      DIRTY WATER DRAIN
                                                                                                                                                         WATER DRAINS - TO BE DETERMINED
                                                                                                                                                         THROUGH CELL 3.2 & 3.3 DETAILED DESIGN
                                                                                                                                                                                                                                            PROPERTY BOUNDARY

                                                                                                                                                                                                                                            ACTIVE AREA

                                                                                                                                                                                                                                            AREA TO BE STABILISED




                                                                                                           CELL 1.1 AND 2.2 EXPANSION AREAS STABILISED
                                                                                                           AND DIRECTED TO CLEAN WATER DRAIN




                                                                                                                                                      NEW DIRTY WATER DRAIN
                                                                                                                                                      TO CONVEY ACTIVE RUNOFF
                                                                                                                                                      TO SEDIMENT BASIN




                                           TIEING IN CLEAN WATER DRAIN BATTER WITH
                                           CELL TRACK OR GRADING TRACK DRAIN INTO
                                           CLEAN WATER DRAIN WILL BE REQUIRED                                                                                                                                                                                  PROPOSED SEDIMENT BASIN




                                                                                                                                                                                                                                                CATCHMENT TO BASIN - 4.5 HA


                                                                                                                                                                                                                            INLET TO BASIN RL 21.1


                                                                                                                                                                                                      CLEAN WATER DRAIN




                                                                                                                                                                                                                                     CATCHMENT TO DRAIN - 6.2 HA
                                                                                                                                                                                                                                     (EXCLUDING OVERTOP FROM BASIN)
                                                                                                                                                              CLIENT                                              PROJECT
   D       CELL NUMBER REVISION       KR         20/09/21            0                    40                                         COPYRIGHT C                              NOOSA SHIRE COUNCIL                  NOOSA LANDFILL STORMWATER MANAGEMENT PLAN
   C       FINAL DESIGN REPORT        KR         03/06/21                                                                        TOPO GROUP PTY LTD
                                                                                                                                                              DRAWN                   DESIGNED      DATE          DRAWING TITLE
   B       NEW ATC DESIGN             KR         12/04/21
                                                                           SCALE 1:2000                                  THIS DOCUMENT MAY NOT BE COPIED OR            KR                      KR      31/03/21                    STORMWATER MANAGEMENT - SOUTH
                                                                                               ISSUED FOR USE            TRANSMITTED IN ANY FORM OR BY ANY
   A       ORIGINAL ISSUE             KR         31/03/21                                                                MEANS IN PART OR IN WHOLE WITHOUT
                                                                                                                                                              RPEQ / SIGNATURE (IF REQUIRED)                                                  STAGE 4
                                                                   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               CONCEPT-05                  D