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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
                                                                                                                                                                                           CELL 3.2 & 3.3 BEING CONSTRUCTED AND SELF
                                                                                                                                                                                           CONTAINED (NO FLOW TO BASIN). CAPTURED
                                                                                                                                                                                           RUNOFF CAN BE PUMPED TO HES BASIN                                                  CLEAN WATER DRAIN

                                                                                                                                                                                                                                                                              DIRTY WATER DRAIN

                                                                                                                                                                                                                                                                              PROPERTY BOUNDARY

                                                                                                                                                                                                                                                                              ACTIVE AREA

                                                                                                                                                                                                                                                                              AREA TO BE STABILISED




                                                                                                                                         CELL 1.1 AND 2.2 TO
                                                                                                                                                          CAPACITY
                                                                                                                                                             BE EXPANDED.
                                                                                                                                                                   REACHEDUNTIL WASTE IS
                                                                                                                                         AND BEING
                                                                                                                                         ABOVE  SURROUNDING
                                                                                                                                                    CAPPED ANDGROUND
                                                                                                                                                                 LANDSCAPED
                                                                                                                                                                       LEVEL, CAPTURED
                                                                                                                                         RUNOFF TO BE PUMPED TO LEACHATE TANKS




                                                                                                                                                                           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 - 3.2 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 3
                                                                                                 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-04                  E
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