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Attachment 6 - Stormwater Management Plan

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                                                                                                                                                                                                                                                   LEGEND

                                                                                                                                                                                                                                                                           EXISTING CONTOURS (0.5m)


                                                                                                                                                                                                                                                                           CATCHMENT TO BASIN


                                                                                                                                                                                                                                                                           CATCHMENT TO CWD


                                                                                                                                                                                                                                                           1               CATCHMENT LABEL


                                                                                                                                                                                                                                                                           FLOW DIRECTION

                                                                                                                                                                                                                                                                           EXISTING FLOWPATH

                                                                                                                                                                                                                                                                           CLEAN WATER DRAIN

                                                                                                                                                                                                                                                                           DIRTY WATER DRAIN

                                                                                                                                                                                                                                                                           PROPERTY BOUNDARY


                                                                                                                                    BATTER FROM EXISTING CELL                                                                                                              ACTIVE AREA
                                                                                                                                    LIKELY TO ENTER CELL 2.2
                                                                                                                                                                                                                                                                           AREA TO BE STABILISED




                                                                                                                                          CELL 1.1 AND 2.2 TO BE EXPANDED. UNTIL WASTE IS
                                                                                                                                          ABOVE SURROUNDING GROUND LEVEL, CAPTURED
                                                                                                                                          RUNOFF TO BE PUMPED TO LEACHATE TANKS




                                                                                                                                                                                             REGRADING OF AREA OR TEMPORARY
                                                                                                                                                                                             BUNDS / DRAINS REQUIRED TO GRADE
                                                                                                                                                                                             RUNOFF TO SEIDMENT BASIN INLET




                                                                                                                                                                            FINAL / TEMPORARY DRAINAGE                                                                                        PROPOSED SEDIMENT BASIN
             PORTION OF CATCHMENT NOT LIKELY TO ENTER                                                                                                                       REQUIRED TO GRADE RUNOFF TO BASIN
             CLEAN WATER DRAIN . AREA HAS BEEN ASSUMED TO
             ENTER DRAIN TO BE CONSERVATIVE FOR DRAIN SIZING
                                                                        STOCKPILE COULD REMAIN AND CLEAN WATER
                                                                        DRAIN CONTINUED ONCE STOCKPILE IS                                                                                                                                                                      CATCHMENT TO BASIN - 4.0 HA
                                                                        REMOVED. CATCHMENTS TO CLEAN WATER
                                                                        DRAIN AND BASIN ARE ASSUMED WORST CASE
                                                                                                                                                                                                                                                           INLET TO BASIN RL 21.1


                                                                                                                                                                                                                                     CLEAN WATER DRAIN




                                                                                                                                                                                                                                                                    CATCHMENT TO DRAIN - 3.6 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
   E       REVISION TO NORTH OPTIONS                               KR            10/12/21                                                               MEANS IN PART OR IN WHOLE WITHOUT
                                                                                                                                                                                             RPEQ / SIGNATURE (IF REQUIRED)                                                  STAGE 2
                                                                                                 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-03                  E
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