Attachment 7 - Civil Drawings_LR

                                    EROSION & SEDIMENT CONTROL MANAGEMENT PLAN

                                                      Comply with all statutory regulations and maintain the during earthworks        Refer Best Practice Erosion and
                              Objective / Target      construction. Comply with the Major Erosion and Sediment Control Plan          Sediment Control Manual - Section
                                                            by ALTA PROJECTS to control erosion and sediment flows.                             5 checklist


                                                                                                                                                                                                                                                                                         SILT FENCE BY                  SEDIMENT FENCE              LENGTH AS REQUIRED
                                                        Site foreman to identify and check direction of stormwater flows as                                                                                                                                                              GEOFABRICS




                                                                                                                                                                                                                                                                                                                                                                                         MAX.
                                                                                                                                                                                                                                                                                                                        BY GEOFABRICS




                                                                                                                                                                                                                                                                                                                                                                                         700
                                                      shown on plan. Provide barriers and other measures shown on plan and                 Utilise B.P.& S.C. Manual
                            Management Strategy
                                                             within council guidelines to prevent stormwater flows over                   Inspection Form Section 7
                                                               embankments and minimise sediments into gully pits.                                                                                                                                                                                                                  N.S.L.                                                             N.S.L.
                                                                                                                                                                                                                                                                                              N.S.L.
                                                                                                                                                                                                                                                                                                                                                                                                 200 MIN
                                                                                                                                                                                                                                                                                             200 MIN
                                                      Implement and maintain control measures identified on the Erosion and              Utilise Section 7 - B.P.& S.C.                                                                                                                                                                 POSTS AT 3m CENTRES WITH WIRE
                                Task / Actions                                                                                                                                                                                                                                                         SECTION                          MESH BACKING or 2m WITHOUT. ALL
                                                                            Sediment Control Plans.                                             Manual checklist
                                                                                                                                                                                                                                                                                                                                        POSTS DRIVEN 600mm INTO GROUND.

                                                                                                                                                                                                                                                                                                                  PERIMETER SILT FENCE
                                                        Site foreman to check for erosion and sediment flows at the base of                                                                                                                                                                                                                  SCALE 1:50
                                                                                                                                         Utilise Section 7 - B.P.& S.C.
                           Performance Indicators       embankments after rain. Check that all sediment fences and check
                                                                                                                                                Manual checklist                                                                                                                                           SEDIMENT FENCES SHALL BE CONSTRUCTED WITH RETURNS AT
                                                                  dams are working correctly during rain events.
                                                                                                                                                                                                                                                                                                           INTERVALS IN ACCORDANCE WITH "IECA BEST PRACTICE EROSION
                                                                                                                                                                                                                                                                                                           CONTROL MANUAL" AND MAXIMUM 20m SPACINGS FOR FENCES
                                                                                                                                                                                                                                                                                                           ALONG CONTOURS AND 10m FOR ON-GRADE.
                                                      Inspection of all control structures shall be undertaken prior to expected
                                                        rainfall events and at least twice weekly. All minor structures such as            Refer drawing ESC01 for
                            Frequency / Deadline
                                                       windrows, sediment fences etc, shall be inspected at the completion of                     frequency
                                                                                        each day.



                                                                                                                                                                                                                                                                                                                                                                                                  ENTIRE VERGE TO
                            Responsible Person /      The implementation of the Major Erosion and Sediment Control Plan is               Refer Erosion and Sediment
                                                                                                                                                                                                                                                                                                                                                                                                  BE TURFED.
                               Organisation                      the responsibility of the Principal Contractor.                          Control Plan Section 6.0




                                                          Principal contractor to provide a monthly copy of record sheets
                                                                                                                                         Refer Erosion and Sediment
                             Reporting / Review       identifying test results for water quality testing. Site workman to advise
                                                                                                                                          Control Plan Section 6.0                                                                                                             "BIDIM A34" BY GEOFABRICS OR APROVED
                                                                  foreman if they notice any barrier needing repair.                                                                                                                                                           EQUIVALENT. INSTALLED AS SHOWN




                                                                                                                                                                                                                                                                                      GRATED INLET
                                                      Should inspection reveal deficiencies, the Contractor shall report issues         NCR form to be utilised refer                                                                                                                 PIT IN ROADWAY                                                            2%
                              Corrective Actions
                                                                            to Supervising Engineer.                                    Section 7 - B.P.& S.C. Manual
                                                                                                                                                                                                                                                                                                                                                               4.25m
                                                                                                                                                                                                                                                              ELEVATION                                          PLAN

                         NOTE: A SAFE STORAGE LOCATION FOR FUELS AND OILS SHALL BE PROVIDED IN ACCORDANCE WITH AS1940 “THE STORAGE
                        AND HANDLING OF COMBUSTIBLE LIQUIDS”. THIS AREA SHALL BE BUNDED IN COMPLIANCE WITH THE STANDARD AND RELEVANT
                                                                                                                                                                                                                                                   ALLOTMENT PIT PROTECTION DETAIL                                                                               TURF VERGE DETAIL
                                                                 REQUIREMENTS OF AUTHORITIES.                                                                                                                                                                                         SCALE 1:20                                                                                          SCALE: 1:50




                                                                                                                                                                                                                                                  Construction Site                                                                                        ROCK CHECK DAMS SHALL BE LOCATED IN ALL CUT OFF DRAINS IN
                                                                                                                                                                                                                                                                                5                  Cattle grid 3.0m NOM width                              ACCORDANCE WITH IEAC STANDARD DRAWING RCD -01
                                                                                                                                                                                                                                                                               MINm
                                                                                                                                                                                                                                                                                                   set 300mm above ground




                                                                                                                                                                                                                                                       NOM
                                                                                                                                                                                                                                                       100
                                                                                                                                                                                                                                                                                                                                                                                                                FORM U-SHAPED CREST TO
                                                                                                                                                                                                                                                                                                    10            NOTE:                                                                                         ENSURE OVER TOPPING AT
                                                                                                                                                                                                                                                                                                   MIN m                                                                                               600mm    CENTRE OF DAM
                                                                                                                                                                                                                                                                                                                  Contractor to provide a wash
                                                                                                                                                                                                                                                                                                                  down facilty in conjunction                                   150mm MIN




                                                                                                                                                                                                                                                                   300
                                                                                                                                                                                                                                            Geotextile fabric,                                                                                                                                                  2
                                                                                                                                                                                                                                            Bidum U34 or similar                                                  with the proposed cattle grid.                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                                          0.3m-0.5m
                                                                                                                                                                                                                                                                                                                                                          DIRECTION OF FLOW
                                                                                                                                                                                                                                                                                                   3 m IN
                                                                                                                                                                                                                                                                                                     M To
                                                                                                                                                                                                                                                                                                              Ex                                              150mm ROCK SPALLS                                         EMBED 200mm
                                                                                                                                                                                                                                                                                                                ter
                                                                                                                                                                                                                                                                      75 - 100mm                                      nal                                                                                               INTO GROUND
                                                                                                                                                                                                                                                                      CRUSHED ROCK                                        R   oad                                                                       GEOTEXTILE
                                                                                                                                                                                                                                                                                                                                                                                                        FABRIC
                                                                                                                                                                                                                                                                                                                                                                               ROCK CHECK DAM
                                                                                                                                                                                                                                                                      CONSTRUCTION EXIT                                                                                                            SCALE 1:50




NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                              PROJECT:                                                                                                                DRAWING TITLE:
                                                                                                                                                                                                                                              Brah 101 pty ltd t/a Alta Projects
                                                                                                                        Drawn: PBL                                                                                                                                                                                                                                                                              EROSION AND SEDIMENT CONTROL DETAILS
                                                                                  PRELIMINARY                            Date: MAY 2024
                                                                                                                                                                                                                                              A.B.N. 91 611 354 511
                                                                                                                                                                                                                                              26 Memorial Avenue, Cotton Tree           PROPOSED KINETIC BUS DEPOT DEVELOPMENT
                                                                                         NOT FOR CONSTRUCTION                                                                                                                                 PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                  Revision    Sheet
                                                                                                                      Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                              Tel (07) 5475 4125 Fax (07) 5479 1607     at 5 PRODUCTION STREET, NOOSAVILLE                                                                                      DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                 A6880/24/ESC02              2 of 3
                                                                                                                                                                                                                                              Email: [email protected]
                                                                                   .......................
                                                                                       DIRECTOR APPROVAL                   Datum AHD
                                                                                                                                                                                                                                              Web: http://www.alta.net.au               for INTEGRAL CONSTRUCTION
 REV   DATE                      DESCRIPTION                      BY     CHKD          RPEQ - 4784                          A1 SHEET SIZE             FILENAME : A6880-24-ESC02 - SEDIMENT DETAILS.dwg - DATE : 3/6/24 - 3:42pm - XREF's:                                                                                                                       Council Ref: .......................