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MCU14/0106 & OPW15/0001 Appendix E - Stormwater Management Plan

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                                                           DATE PLOTTED: 8 December 2014 3:50 PM BY : NICHOLA WALLACE


                                                                                                                               EROSION AND SEDIMENT MANAGEMENT STRATEGY
                                                                                                                               OBJECTIVE/TARGET                        COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN AS SHOWN, TO CONTROL EROSION                                                                                                                                      4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Y
                                                                                                                                                                       AND SEDIMENT FLOWS.




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                                                                                                                                                                                                                                                                                                                                                                                        SP222982
                                                                                                                                                                       ENSURE THAT ALL EROSION AND SEDIMENT CONTROL DEVICES ARE OPERATIONAL AT ALL TIMES.                                                                                                                                                                                                                                                                                                                                                                                                        NORTH




                                                                                                                                                                                                                                                                                                                                                                                                             IVE




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                                                                                                                                                                       SITE FOREMAN TO IDENTIFY AND CHECK DIRECTION OF STORMWATER OVER LAND FLOWS AS




                                                                                                                                                                                                                                                                                                                                                                                                           DR
                                                                                                                               MANAGEMENT STRATEGY




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                                                                                                                                                                       SHOWN ON PLAN. PROVIDE BARRIERS AND OTHER MEASURES SHOWN ON THE PLAN TO PREVENT




                                                                                                                                                                                                                                                                                                                                                                                                      N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Y
                                                                                                                                                                       STORMWATER FLOWS OVER EMBANKMENTS, AND SEDIMENTS INTO GULLY PITS.




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                                                                                                                                                                                                                                                                                                                                                                                                FM
                                                                                                                               TASKS/ACTIONS                           ERECT SEDIMENTATION BARRIERS AT PERIMETER OF CONSTRUCTION AREAS AS REQUIRED.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                               FREQUENCY/DEADLINE                      SITE FOREMAN TO MONITOR PERFORMANCE AFTER EVERY HEAVY RAINFALL.
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                                                                                                                               RESPONSIBLE PERSON/                     SITE FOREMAN TO BE RESPONSIBLE FOR INSPECTIONS.




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                                                                                                                               ORGANISATION

                                                                                                                               REPORTING/REVIEW                        SITE WORKMEN TO ADVISE FOREMAN IF THEY NOTICE ANY CONTROLS NEEDING REPAIR.                                                                                                                                                                                                                    Y                                                                                                                        ///




                                                                                                                               CORRECTIVE ACTIONS                      SITE FOREMAN TO CONFIRM TO SUPERINTENDENT, EXTRA BARRIERS AS REQUIRED.

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                                                                                                                                EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///




                                                                                                                                 PHASE 1 - PRIOR TO EARTHWORKS:
                                                                                                                                    1.      CONSTRUCT ROAD ENTRY/EXIT AND SHAKER GRIDS.                                                                                                                                                                                                                                                                                                    COVENANT J
                                                                                                                                                                                                                                                                                                                                                                                                                     SEDIMENT BASIN 1                                                        SP182845
                                                                                                                                    2.      DIRECT CLEAN STORMWATER FLOW DIVERSIONS AROUND CONSTRUCTION AREAS.
                                                                                                                                    3.      CONSTRUCT SEDIMENT BASIN. ENSURE SAFETY FENCING TO SURROUND IF BATTERS STEEPER THAN
                                                                                                                                            1 IN 4 ARE USED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ///
                                                                                                                                    4.      TEMPORARY STOCKPILE AREAS TO BE MARKED OUT. TOPSOIL TO BE TRANSPORTED IN DAMP
                                                                                                                                            CONDITION TO RETAIN SOIL STRUCTURE. TOPSOIL STOCKPILES TO BE LOW FLAT LONG MOUNDS.
                                                                                                                                    5.      FORM AND LINE ALL DRAINAGE CHANNEL/SWALES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ///
                                                                                                                                    6.      CHECK DAMS TO BE LOCATED IN EXISTING SWALES, IF REQUIRED , TO CONTROL FLOW VELOCITIES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ///




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                                                                                                                                    7.      SITE FENCING AND SECURITY GATES TO BE INSTALLED.




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                                                                                                                                 PHASE 2 - DURING EARTHWORKS:




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                                                                                                                                    1.      ALL MEASURES FROM PHASE 1 ARE TO REMAIN IN PLACE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                    2.      STRIP TOPSOIL TO STOCKPILES, PROVIDE SEDIMENT FENCE TO PERIMETER.                                                                                                                                                                                                                                                                                                                                                                                           ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ///
                                                                                                                                    3.      CARRY OUT EARTHWORKS TO AREAS, IN A PHASED SEQUENCE.
                                                                                                                                    4.      RESPREAD TOPSOIL FOLLOWING EARTHWORKS PHASED SEQUENCE, LEAVING IN A                                                                                                                                                                                                                                                                                SEDIMENT BASIN 2                                                                                                                                                                                                  ///

                                                                                                                                            ROUGHENED STATE. TOPSOIL TO BE TRANSPORTED IN DAMP CONDITIONS TO RETAIN SOIL




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///
                                                                                                                                            STRUCTURE. SEED/MULCH/HYDROMULCH/TURF AND WATER PHASED AREAS IMMEDIATELY                                                                                                                                                                                                                                                                                                                                                                                /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ///                              ///

                                                                                                                                            ON COMPLETION.                                                                                                                                                                                                                                                                                                                                                                                                                                                                         /
                                                                                                                                    5.      PLACE ADDITIONAL SEDIMENT FENCE AND CONSTRUCT CUTOFF DRAINS AS EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /        /
                                                                                                                                            PROGRESS.                                                                                                                                                                                                                                                                                                                                                                                                  Y                  /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       /
                                                                                                                                    6.      AS ROADS ARE FORMED, SANDBAG WEIRS TO BE PLACED TO SLOW RUNOFF.
                                                                                                                                    7.      FINAL LOCATION OF SEDIMENT FENCES/CUTOFF AND SAND BAG WEIRS TO BE CONFIRMED                           TEMPORARY CLEAN                                                                                                                                                                                                                                                                                                                                   Y         /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Y                                                    Y

                                                                                                                                            ON SITE WITH SUPERINTENDENT.                                                                          WATER DIVERSION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SB




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                                                                                                                                                                                                                                                                                                 EXIT




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                                                                                                                                                                                                                                                                                                                EXIT




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                                                                                                                                                                                                                                                                                                                                            SITE OFFICE




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                                                                                                                                            LEGEND:




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                                                                                                                                                                                                                                          3




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                                                                                                                                               EXIT                     CONSTRUCTION ENTRY/EXIT                                        SP182845




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       /
                                                                                                                                            SB                          SEDIMENT BARRIER OR GEOSOCK
                                                                                                                                                                                                                                                                                                                                                                                                                                         3                                                                        TEMPORARY CLEAN
                                                                                                                                                                        DIRECTION OF MINOR FLOW                                                                                                                                                                                                                                       SP246584
CAD File: T:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C05 EROSION AND SEDIMENT CONTROL.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATER DIVERSION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                           AL
                                                                                                                                               >           >            CLEAN WATER DIVERSION
                                                                                                                                                                                                                                                                                                                TE
                                                                                                                                                                                                                                                                                                                                            ///




                                                                                                                                                                        DIRTY WATER COLLECTION                                                                                                                     R
                                                                                                                                                                                                                                                                                                                       HA                                                                                                                                                                                                                                                                                                                   ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///


                                                                                                                                                   /       /            SEDIMENT FENCE                                                                                                                                     Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///
                                                                                                                                                                                                                                                                                                                                                  ///




                                                                                                                                                                                                                                                                                                                               DR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///
                                                                                                                                                                                                                                                                                                                                   IV
                                                                                                                                                                                                                                                                                                                                                        ///

                                                                                                                                                                        SEDIMENT BASIN
                                                                                                                                                                                                                                                                                                                                      E                             ///
                                                                                                                                                                                                                                                                                                                                                                          Y         Y
                                                                                                                                                                        ROCK FILTER DAM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ///
                                                                                                                                                                                                                                                                                                                                                                                               Y
                                                                                                                                                                                                                                                                                                                                                                              ///

                                                                                                                                                                        FINISHED CONTOURS                                                                                                                                                                                                                  Y
                                                                                                                                                                                                                                                                                                                                                                                         ///

                                                                                                                                                                                                                                                                                                                                                                                                                      Y         Y
                                                                                                                                                                                                                                                                                                                                                                                                                                             Y         Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Y
XREF's: X-TITLE BORDER; X-J13041-SURVEY; X-J13041-CONCEPT




                                                                                                                                                                                                                                                                                                                                                                                                    ///
                                                                                                                                                                                                                                                                                                                                                                                                               ///                                                       ///

                                                                                                                                                                        COVENANT J SP182845
                                                                                                                                                                                                                                                                                                                                                                                                                          ///          ///       ///       ///




                                                                                                                                                                        EARTHWORKS LIMIT                                                                                                                                                                                                        PLAN                                                                                                                                        10    0                10         20                     30                     40             50m
                                                                                                                                                                                                                                                                                                                                                                                         SCALE A1 - 1 : 1000
                                                                                                                                                                                                                                                                                                                                                                                               A3 - 1 : 2000                                                                                                                                                       Scale 1:1000

                                                                                                                                                                                                                                                                                                                                                                                                                                    Drawn                      Date Client
                                                                                                                                                                                                                                                                                                                                                                                                                                     AMENDMENTS ALONG HOFMANN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                     14/10/2014                                            QIC NOOSA CIVIC PTY LTD
                                                                                                                                                                                                                                                                                      Cardno Limited All Rights Reserved.                                                                                                           Checked                    Date Project                                                                             Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOOSA CIVIC EXPANSION
                                                                                                                                                                                                                                                                                This document is produced by Cardno Limited solely for the
                                                                                                                                                                                                                                                                                                                                                                                                                                     N.J.W
                                                                                                                                                                                                                                                                                                                                                                                                                                    Designed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                P.M
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOR APPROVAL
                                                                                                                                                                                                                                                                                  benefit of and use by the client in accordance with the                                                                                                                                   NOOSAVILLE                                                                   NOT TO BE USED FOR CONSTRUCTION PURPOSES
                                                                                                                                                                                                                                                                                                                                                                                                                                     N.J.W.                        .
                                                                                                                                                                                                                                                                                                                                                                                                                                    Verified                   Date         CONCEPT                                                                     DATUM                                                 Orig. Date                           Scale                              Size
                                                                                                                                                                                                                                                                                assume any responsibility or liability whatsoever to any third                    Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                                                                                                                                                                                                                                                                                                            Level 1, 9 Maud Street
                                                                                                                                                                                                                                                                                                                                                                                                                                     P.M.                          . Title
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .                                                                                       A.H.D.                                        NOV 2014                         AS SHOWN                                                 A1
                                                                                                                                                                                                                                                                                party arising out of any use or reliance by third party on the                                                                                      Approved               RPEQ NO
                                                                                                                                                                                                                                                                                                                                                                          Maroochydore, QLD 4558                                                                                                                                                        Drawing Number                                                                                                                                     Revision
                                                                                                                                                                                                                                                                                                  content of this document.                                                                                                                                                                .
                                                                                                                         A     28/11/2014   DA LODGEMENT                                    N.J.W P.M                                                                                                                                                               Tel: 07 5443 2555 Fax: 07 5443 5642
                                                                                                                        Rev.      Date                         Description                  Des. Verif. Appd.                                                                                                                                                             Web: www.cardno.com.au                                     SIG APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .             PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN                                                            J13041-CI-C05                                                                                                        A
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