Engineering Drawings

                         EROSION & SEDIMENT CONTROL MANAGEMENT PLAN                                                                                                                                                                                                                                                                                                                                                                                                                           2 TURF STRIPS BEHIND KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              & EVERY 5m, 2 STRIPS AT 45°

                                              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




                                                                                                                                                                                                                                                                                                                      MAX.
                                                                                                                                                                                    GEOFABRICS




                                                                                                                                                                                                                                                                                                                      700
                                                                                                                                                                                                                                    BY GEOFABRICS

                                                Site foreman to identify and check direction of stormwater flows as
                                              shown on plan. Provide barriers and other measures shown on plan and                 Utilise B.P.& S.C. Manual                                                                                                                                                                      N.S.L.
            Management Strategy                                                                                                                                                                      N.S.L.
                                                     within council guidelines to prevent stormwater flows over                   Inspection Form Section 7                                                                                                                                                                                                          WOVEN GEOTEXTILE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               45°
                                                                                                                                                                                                                                                                                                                             200 MIN                                                        0.6m
                                                       embankments and minimise sediments into gully pits.                                                                                          200 MIN                                                                                                                                                            FILTER FABRIC
                                                                                                                                                                                                                                                          POSTS AT 3m CENTRES WITH WIRE                                                                                               1              1                                                                  2%
                                                                                                                                                                                                              SECTION




                                                                                                                                                                                                                                                                                                                                                                           0.6m
                                                                                                                                                                                                                                                          MESH BACKING or 2m WITHOUT. ALL                                                                  WATER FLOW             1                       1
                                                                                                                                                                                                                                                          POSTS DRIVEN 600mm INTO GROUND.
                                              Implement and maintain control measures identified on the Erosion and             Utilise Section 7 - B.P.& S.C.                                                                                                                                                                                                                                                                                                          3.0m
                     Task / Actions                                                                                                                                                                                                                                                                                                                                                                150mm ROCK SPALLS
                                                                    Sediment Control Plans.                                            Manual checklist

                                                                                                                                                                                                                                                      PERIMETER SILT FENCE                                                                                              ROCK FILTER DAM                                                                                 TURF STRIPS DETAIL
                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:50
                                                                                                                                                                                                                                                                                    SCALE 1:50                                                                                                                                                                                  SCALE: 1:50
                                                Site foreman to check for erosion and sediment flows at the base of
                                                                                                                                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
             Frequency / Deadline                                                                                              Refer drawing E04 for frequency
                                               windrows, sediment fences etc, shall be inspected at the completion of
                                                                                each day.

                                                                                                                                                                                                                               Construction Site
                                                                                                                                                                                                                                                                              5m                        Cattle grid 3.0m NOM width
                                                                                                                                                                                                                                                                             MIN                                                                                                                                                                 "BIDIM A34" BY GEOFABRICS OR APROVED




                                                                                                                                                                                                                                        NOM
             Responsible Person /              The implementation of the Major Erosion and Sediment Control Plan is                                                                                                                                                                                     set 300mm above ground                                                                                                                   EQUIVALENT. INSTALLED AS SHOWN




                                                                                                                                                                                                                                        100
                                                                                                                                 Refer Erosion and Sediment
                Organisation                              the responsibility of the Principal Contractor.                         Control Plan Section 6.0
                                                                                                                                                                                                                                                                                                         10                         NOTE:
                                                                                                                                                                                                                                                                                                        MIN m
                                                                                                                                                                                                                                                                                                                                    Contractor to provide a wash
                                                                                                                                                                                                                                                                                                                                    down facilty in conjunction




                                                                                                                                                                                                                                                        300
                                                                                                                                                                                                                                                                                                                                                                                                                                                       GRATED INLET
                                                                                                                                                                                                                      Geotextile fabric,                                                                                                                                                                                                               PIT IN ROADWAY
                                                                                                                                                                                                                      Bidum U34 or similar                                                                                          with the proposed cattle grid.
                                                   Principal contractor to provide a monthly copy of record sheets
               Reporting / Review              identifying test results for water quality testing. Site workman to advise
                                                                                                                                 Refer Erosion and Sediment                                                                                                                                             3 m IN
                                                                                                                                  Control Plan Section 6.0                                                                                                                                                M To
                                                           foreman if they notice any barrier needing repair.                                                                                                                                                                                                    Ex                                                                                                            ELEVATION
                                                                                                                                                                                                                                                                                                                   ter
                                                                                                                                                                                                                                                        75 - 100mm                                                     nal
                                                                                                                                                                                                                                                        CRUSHED ROCK                                                         Ro                                                                                               PROVIDE TURF SURROUND TO ALLOTMENT
                                                                                                                                                                                                                                                                                                                               ad                                                                                             PITS WHERE DIRECTED BY SUPERINTENDENT.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PLAN

                Corrective Actions
                                              Should inspection reveal deficiencies, the Contractor shall report issues         NCR form to be utilised refer                                                                                           CONSTRUCTION EXIT                                                                                                                                     ALLOTMENT PIT PROTECTION DETAIL
                                                                    to Supervising Engineer.                                    Section 7 - B.P.& S.C. Manual                                                                                                                                                                                                                                                                                          SCALE 1:20



        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
                                              REQUIREMENTS OF THE AUTHORITY



                SEDIMENT CONTROL DEVICE CONSTRUCTION, MAINTENANCE AND REMOVAL IS TO
                BE IN ACCORDANCE WITH:
                "BEST PRACTICE EROSION AND SEDIMENT CONTROL MANUAL - 2008" AND
                "BCC SEDIMENT BASIN DESIGN CONSTRUCTION AND MAINTENANCE GUIDELINES"
                BEST PRACTICE EROSION AND SEDIMENT CONTROL BOOK 6 - STANDARD
                DRAWINGS IS TO BE REFERRED TO DURING CONSTRUCTION.




NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       SWT                                                                                                                                                                                                   PROJECT:                                                                                                            DRAWING TITLE:
                                                                                                                                                                                                                                                                  ALTA PROJECTS
                                                                                                                                       Drawn: SWT
                                                                                                                                                                                                                                                                  A.B.N. 611355330                                                                                                                                                               EROSION AND SEDIEMTN CONTROL DETAILS
                                                                                                 FOR APPROVAL                           Date: DEC 2017                                                                                                            26 Memorial Avenue, Cotton Tree                            PROPOSED COMMERCIAL DEVELOPMENT
                                                                                                        NOT FOR CONSTRUCTION                                                                                                                                      PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                Revision      Sheet
  C     28/01/2021    ISSUE FOR APPROVAL                                         S.T.    S.R.                                        Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                  Tel (07) 5475 4125 Fax (07) 5479 1607                      at 30-32 DOONELLA STREET, TEWANTIN QLD                                                                              DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A6035/21/ES02                       C          2 of 2
  B     27/01/2021    ISSUE FOR APPROVAL                                         S.T.    S.R.         STEPHEN ROBERTS
                                                                                                                                                                                                                                                                  Email: [email protected]
  A
  1
        21/01/2021
        18/01/2021
                      ISSUE FOR APPROVAL
                      CO-ORDINATION ISSUE
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                                                                                 S.T.
                                                                                         S.R.
                                                                                         SR
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                                                                                                      DIRECTOR APPROVAL                   Datum AHD
                                                                                                                                                                                                                                                                  Web: http://www.alta.net.au                                for DONNELLA STREET PTY LTD
 REV     DATE                               DESCRIPTION                          BY     CHKD          RPEQ - 7665                          A1 SHEET SIZE             FILENAME : A6035 - ES02 EROSION AND SEDIEMTN CONTROL DETAILS.dwg - DATE : 28/1/21 - 4:30pm - XREF's: H-Approved-SR; H-Checked-SR                                                                                               Council Ref: ...................