Updated EMP Stage 2_Grasstree Court April 2023

                                                                                   RECONSTRUCT CONTOUR BANKS                 CONTOUR BANK MATERIAL SAME
                                                                                   WITH FINAL COVER.                         AS CONFINING LAYER.

                                             FINAL CAPPED
                                             SURFACE.
                                                                                                                                 'ELCOSEAL X800' GCL INSTALLED TO
                                                                                                                                 MANUFACTURER'S REQUIREMENTS,
                                                                                                500
                                                                                                                                                                                      BELLAS & REITANO
                                                                                                                                                                                   CONSULTING ENGINEERS & PROJECT MANAGERS




                                                                                                                       500
                                                                                                        1V in
                                                                                                                4H                                                                          16 Lizanne Street Boondall
                                                                          4H                                                                                                               PO Box 338 Taigum QLD 4018
                                                                    1V in
                                      300




                                                                                                                                                                                              Phone (07) 3265 2866

                                                                                                                                                                                        Email [email protected]
1500 FINAL COVER OF BLENDED




                                                                                                                                                                                   NOTE 1.
                                                                                                                              SAND CONFINING LAYER                                 FINAL COVER DEPTH MAY BE REDUCED
    WOOD MULCH & SAND.




                                                                                                                              OR CONFINING LAYER                                   TO 1.0m IF PLANTING GRASSES AND
                                                                                            FINAL TRIMMED SURFACE             CONFORMING TO GCL                                    SHRUBS ONLY, BUT NOT LESS THAN
        REFER NOTE 1.




                                                              EXISTING COVER                TO BE TRACK ROLLED READY          MANUFACTURER'S                                       1.5m IF PLANTING TREES.
                                             EXISTING WASTE                                 TO RECEIVE GCL.                   SPECIFICATIONS.


                                             CONTOUR BANK (TYPICAL SECTION)                                                     NOTE: IF TIME FOR COMPLETION OF FINAL COVER IS
                                                                                                                                                                                      __________________             RPEQ 3102
                                                                                                                                      GREATER THAN 6 MONTHS THEN CONSTRUCT THE        Vince Reitano                  Date: 20/03/23
                                             EXISTING SURFACE SLOPE 1 in 10                                                           CONTOUR BANKS TO DETAIL WITH A LOGITUDINAL
                                                                                                                                      FALL OF 1 in 100.
                                                                                                                                                                                      CONSULTING ENGINEER'S SIGNATURE
                                             1:50
                                                                                           RECONSTRUCT CONTOUR BANKS
                                                                                           WITH FINAL COVER.



                                                                   FINAL CAPPED                                                                                                    E
                                                                   SURFACE.                                                                                                        D NOTE AMENDED           20.03.23
                                                                                                                     500                     'ELCOSEAL X800' GCL                   C GENERAL AMENDMENTS     20.03.23
                                                                                                                                                                                   B NOTES AMMENDED & ADDED 16.03.23




                                                                                                                                              500
                                                                                                                                                                                   A FOR APPROVAL           13.03.23
                                                                                                                              1V in
                                                                                                                                      4H                                           No REVISION               DATE
                                                                                                 4H                                                                                CLIENT: NOOSA SHIRE COUNCIL
                                                                                           1V in

                                                                                                                                                                                   ADDRESS:
                                       300




                                                                                                                                                                                   LAKEVIEW RISE
                                                                                                                                           SAND CONFINING LAYER                    NOOSA HEADS
                                                                                                                                           OR CONFINING LAYER
                                                                                                                                                                                   PROJECT:
        1500 FINAL COVER OF BLENDED




                                                                                                                                           CONFORMING TO GCL
                                                                                                      FINAL TRIMMED SURFACE                MANUFACTURER'S                          RECAPPING OF DISUSED
            WOOD MULCH & SAND.




                                                                                                      TO BE TRACK ROLLED READY             SPECIFICATIONS.                         GIRRAWEEN OLD LANDFILL SITE
                                                                               EXISTING COVER         TO RECEIVE GCL.
                REFER NOTE 1.




                                                            EXISTING WASTE
                                                                                                                                                                                   DRAWING TITLE:
                                                                                                                                                                                   CONTOUR BANK
                                      CONTOUR BANK (TYPICAL SECTION)                                                                                                               (TYPICAL SECTIONS)

                                      EXISTING SURFACE SLOPE 1 in 6                                                                                                                SCALE          1:50          DRAWN: AB
                                      1:50                                                                                                                                         DATUM:                  -
                                                                                                                                                                                   Original drawing size:           A3

                                                                                                                                                                                    DRG No 23004-GIR-05 D