23-0262- ESC DRAWINGS REVB red

                                                                                                                                                                                                                                                                  PROVIDE CLEAN WATER
                                                                                                                                                                                                                                                                  DIVERSION BUND TO DIRECT
                                                                                                                                                                                                                                                                  RUNOFF AROUND SITE
                                                                                                                                                                           CWB1
                                                                                                                                                      DWB1



                                                                                                                                                                                                  SB1
                                                                                                                                                                                                 TYPE D




                                           INSTALL STABILISED
                                           ENTRY/EXIT IN ACCORDANCE
                                           WITH TYPICAL DETAIL.
                                                                                                                                           TO ACHIEVE REQUIRED TYPE D VOLUME, RUNOFF
                                                                                                                                           TO BE CAPTURED AND PONDED ON SITE. TOTAL
                                                                                                                                           STORAGE VOLUME WITHIN SITE TO BE 775m³.
                                                                                                                                           PONDING AREAS INDICATIVE ONLY, CONFIRM ON
                                                                                                                                           SITE TO SUIT SEQUENCE OF WORKS. RUNOFF TO
                                                                                                                                           BE PUMPED TO DEWATERING BASIN FOR
                                                                                                                                           TREATMENT PRIOR TO DISCHARGE FROM SITE.


                                                                                                                                                                                                                                                                         INSTALL STABILISED
                                                                                                                                                                                                                                                                         ENTRY/EXIT IN ACCORDANCE
                                                                                                                                                                                                           SB1
                                                                                                                                                                                                          TYPE D                                                         WITH TYPICAL DETAIL.
                                                         ANY AREAS WITH ERODIBLE
                                                         MATERIAL ARE TO BE CAPPED
                                                         WITH STABLE GRAVELS                                                                                    SB1
                                                                                                                                                               TYPE D

                                                                                                                                                                                                                                                                                                  PROVIDE INLET PROTECTION TO
                                                                                                                                                                                                                                                                                                  EXISTING PIT. ENSURE FLOW CAN
                                                                                                                                                                                                                                                                                                  ENTER PIT AND DOES NOT BYPASS

                                                                                                                                                                                                                                                                                                              INSTALL SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                              ON EDGE OF WORKS
LEGEND:
          EXISTING CONTOURS (0.20m)

          DIRTY WATER DRAIN

          DIRTY WATER DIVERSION BERM
                                                                                                                PROVIDE DIRTY WATER DIVERSION
          CLEAN WATER DRAIN                                                                                     BUND TO DIRECT RUNOFF TO
                                                                                                                                                                                                                                                           DEWATERING
                                                                                                                PONDING AREA                                                                                                                                 BASIN
          CLEAN WATER DIVERSION BERM                                                                                                                                                     SB1
                                                                                                                                                                                        TYPE D

          BUND

          FLOW DIRECTION

          SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                    INSTALL LINED DRAIN TO DIRECT
                                                                                                                                        DWB1                                                                                                                                                        CLEAN WATER FLOWS TO
          GULLY INLET PROTECTION                                                                                                                                                                    SB1                                                                                             STORMWATER/BIO BASIN INLET
                                                                                                                                                                                                   TYPE D
          STABLE GRAVELS

          FINAL SURFACE TREATMENT

          STABLE ENTRY/EXIT

          ROCK FILTER DAM

          TYPE D PONDING AREA

          DE-WATERING BASIN

                                                                                                                                                                                                                   CLIENT                                                         PROJECT
                                                                                                                 0                 10                                               COPYRIGHT C                                INTEGRAL CONSTRUCTION                                                 NOOSA HEALTH PRECINCT
                                                                                                                                                                                TOPO GROUP PTY LTD
                                                                                                                                                                                                                   DRAWN                   DESIGNED        DATE                   DRAWING TITLE
                               B       UPDATES TO BASIN SIZE AND LOCATION                TB        29/02/2024        SCALE 1:500                                         THIS DOCUMENT MAY NOT BE COPIED OR                 PG                        TB    29/02/2024                         EROSION AND SEDIMENT CONTROL PLAN
                                                                                                                                                  ISSUED FOR USE         TRANSMITTED IN ANY FORM OR BY ANY
                               A       ORIGINAL ISSUE                                    KR        10/10/2023                                                            MEANS IN PART OR IN WHOLE WITHOUT
                                                                                                                                                                                                                   RPEQ / SIGNATURE (IF REQUIRED)                                                  EXISTING LEVELS CONTROLS
                                                                                                                NORTH
                                                                                                                                   A3                                    THE WRITTEN CONSENT OF TOPO GROUP                                                                        PROJECT No                DRAWING No              REVISION
                            REVISION   DESCRIPTION                                   APPROVED BY     DATE                                                                              PTY LTD.                                                                     CPESC 6,374                23-0262                   D03             A
                                                                                                                                                                                                                                                                                                                                         B