2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

                                                                                                                                                                                                                                                                                                                                   SEDIMENT CONTROL FENCE




                                                                                                                                                                                                                                             EROSION AND SEDIMENT CONTROL PLAN
                                                                                                                                                                                                                                                                          1:400 UNREDUCED AT A3
                                                                                                                                                                                                                                                                          1:200 UNREDUCED AT A1




                                                                                                                                                                                                                                                                                                                               EROSION AND SEDIMENT CONTROL :

                                                                                                                                                                                                                                                                                                                               OBJECTIVES:
                                                                                                                                                                                                                                                                                                                                 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT
                                                                                                                                                                                                                                                                                                                                    MEASURES ARE REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
                                                                                                                                                                                                                                                                                                                                 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    PHASE AND MAINTENANCE PERIOD.
                                                                                                                                                                                                                                                                                                                                 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISBURBANCE.
                                                                                                                                                                                                                                                                                                                               MANAGEMENT PRINCIPLES:
                                                                                                                                                                                                                                                                                                                                 4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THIS PLAN ARE IN ACCORDANCE WITH THE 'BEST
                                                                                                                                                                                                                                                                                                                                    PRACTICE EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION
                                                                                                                                                                                                                                                                                                                                    CONTROL ASSOCIATION (IECA). THE BASIC PRINCIPLES ARE TO:
                                                                                                                                                                                                                                                                                                                                         MINIMISE THE AREA OF DISTURBANCE;
                                                                                                                                                                                                                                                                                                                                         CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
                                                                                                                                                                                                                                                                                                                                         MINIMISE EROSION;
                                                                                                                                                                                                                                                                                                                                         MINIMISE SEDIMENTATION;
                                                                                                                                                                                              2000 MAX
                                                                                                                                                                                                                                                                                                                                         PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
                                                                                                                                                                    DISTURBED AREA
                                                                                                                                                                                                                                                                                                                               SITE INSPECTION AND MONITORING:
                                                                                                                                                                             DIRECTION                                                                                                                                           5. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND
                                                                                                                                                                             OF FLOW                                           STAR PICKETS                                                                                         MAINTENANCE OF CONTROL MEASURES (E.G. SITE FOREMAN).
                                                                                                                                                                WIRE OR                                                        DRIVEN 600mm
                                                                                                                                                                STEEL MESH                                                     INTO GROUND                                                                                       6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
                                                                                                                                                                                                                                                                                                                                         AT LEAST DAILY WHEN RAIN IS OCCURING;
                                                                                                                                                                                                                GEOTEXTILE FILTER                                                                                                        AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURING ON-SITE);
                                                                                                                                                                                                                FABRIC
                                                                                                                                                                                                                                                                                                                                         WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
                                                                                                                                                                                                                                                            SEDIMENT CONTROL :
                                                                                                                                                                                     UNDISTURBED AREA                                                                                                                                    WITHIN 18 HOURS OF A RAINFALL EVENT.
                                                                                                                                                                700mm                                                                                       PROVIDE SEDIMENT CONTROL TO THE BOUNDARIES
                                                                                                                                                                MAX                                                                                                                                                              7. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF
                                                                                                                                                                                                                                                            BY WAY OF SEDIMENT FENCES.
                                                                                                                                                                                                                                                                                                                                    EXCESSIVE FLOW CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT
                                                                                                                                                                                                                                                            FENCES TO BE ERECTED BEFORE COMMENCEMENT                                ACCUMULATION.
                                                                                                                                                                                                                                                            OF EARTHWORKS, AND SHALL BE MAINTAINED UNTIL
                                                                                                                                                                                                                                                            GRASS COVER AND LANDSCAPING IS ESTABLISHED.                          8. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
                                                                                                                                                                                                                                                            DURING WORKS, ALL CONSTRUCTION RUBBISH TO BE                         9. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF
                                                                                                                                                                         SEDIMENT CONTROL FENCE                                                             CONTAINED WITHIN AN APPROVED BIN.                                       THIS FAILURE MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE
                                                                                                                                                                                                                                                                                                                                    CONTROLS.
                                                                                                                                                                                         NOT TO SCALE

                                                                                                                                                                                                                                                                                                                               THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY
                                                                                                                                                                                                                                                                                                                               CORRECTIVE ACTIONS TAKEN.




     COPYRIGHT ©                                                                       Associated Consultants                                          Client                                                                                                    Drawn                     Verified        Project                                                                Drawing Title                                             Scale            Sheet Size
This drawing is subject to
copyright in accordance with the                                                                                               Brisbane address
                                                                                                                               GROUND LEVEL
                                                                                                                                                       UNIVERSAL PROPERTY                                                                                        A. VENESS
                                                                                                                                                                                                                                                                 Designed
                                                                                                                                                                                                                                                                                           S. PRYSTUPA
                                                                                                                                                                                                                                                                                           Verified
                                                                                                                                                                                                                                                                                                           PROPOSED NEW RESIDENCE AT                                              EROSION AND SEDIMENT                                      AS SHOWN A1
agreement between Tod                                                                                                          283 ELIZABETH ST

Consulting pty ltd (tc) and tc's
client. This drawing shall only be
                                                                                                                               BRISBANE 4000
                                                                                                                               AUSTRALIA
                                                                                                                                                       COMPANY                                                                                                   H. GRAY                   S. PRYSTUPA     71 SEAVIEW TCE, SUNSHINE BEACH                                         CONTROL                                                   Drawing Number
                                                                                            architects
                                                                                                                                                       ESTABLISHMENT                                                                                                                                                                                                                                                                        14517-OP33
                                                                                                                               postal address
used for this specific project.                                                                                                GPO BOX 353                                                                                                                       Approved                  RPEQ No
                                                                                            planners                           BRISBANE                                                                                                                                                                    RDP               RP197117
                                                                                            interiors                          QUEENSLAND 4001
                                                                                                                               AUSTRALIA
                                                                                                                                                                                                                     Noosa: 07 5449 9600                         S. PRYSTUPA               1137            LOCAL AUTHORITY   NOOSA
This drawing shall not be used        B   30.3.16 ISSUED FOR CONSTRUCTION       A.V.
for construction until marked as                                                            Noel Robinson Architects Pty Ltd
                                                                                                                               tel +61(0)7 3229 5266
                                                                                                                               fax +61(0)7 3221 0796
                                                                                                                                                                                                     Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                 Signed                    Date            MCU APPROVAL      14/0084                 HORIZ DATUM                             0      10     20    30     40    50       60   Sheet             Revision
                                                                                            ABN 62 323 175 502                 [email protected]                                                                   PO Box 61, Noosaville, QLD 4566
                                      A   27.1.16 OPERATIONAL WORKS APPROVAL    A.V.                                                                                                                                                                                                                       ROL APPROVAL                              VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                            12 of 12             B
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'issued for construction' in the                                                                                                                                                                   [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                           DECEMBER 2015
                                                                                            ACN 010 011 720

revision description.                Rev Date Revision Description             Drawn                                                                                                                                 ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                           OPW APPROVAL                              RL               41.410                      MEASUREMENT BAR - INCREMENTS IN mm