Updated EMP Stage 2_Grasstree Court April 2023

                                                                                     5000
                                                                                                                                                                           BELLAS & REITANO




                                                                    300 CONFINING
                                                                                                                                                                        CONSULTING ENGINEERS & PROJECT MANAGERS
             500 (TYP)




                                                                                                                                                            300 (TYP)
                                                                                                                                                                                 16 Lizanne Street Boondall




                                                                        LAYER
                                                                                                                                                                                PO Box 338 Taigum QLD 4018
                                                                                    40 THICK x 20Ø DRAINAGE                                                                        Phone (07) 3265 2866
1000 (TYP)                                                                                                                          A24 GEOFABRIC
                                                                                    AGGREGATE OVER A24                                                                       Email [email protected]
                                                                                    GEOFABRIC.
                     4H                     1 V in                                                                         4H                  1V in
             1V in                                   4H                                                            1V in                               4H
  FGL




                              'ELCOSEAL X800' GCL INSTALLED TO                               EXISTING CAPPING          EXISTING WASTE
                              MANUFACTURER'S REQUIREMENTS.
                                                                                                                                                                           __________________             RPEQ 3102

                             BATTER DRAIN (TYPICAL SECTION)                                                                                                                Vince Reitano
                                                                                                                                                                           CONSULTING ENGINEER'S SIGNATURE
                                                                                                                                                                                                          Date: 20/03/23


                              1:50




                                                                                                                                                                        E
                                                                                                                                                                        D
                                                                                    300 CONFINING         GCL                   FALL 1 in 50                            C
                                                                                    LAYER                                                                               B GENERAL ADDITIONS    20.03.23
                                                                    GCL
                                                                                                                                                                        A FOR APPROVAL         13.03.23
                                                       X).                                                                                                              No REVISION             DATE
                                                  N (MA                                                                                                                 CLIENT: NOOSA SHIRE COUNCIL
                                             O  W
                                      in   5D
                              P   E 1                                                                                1.000
                          SLO
                                                                                                                                                                        ADDRESS:
                                                                                                          WASTE                 1500 MIN - VARIES TO
                                                                                     WASTE                                           SUIT SLOPE                         LAKEVIEW RISE
                                                             1000
                            1500 MIN - VARIES TO                                                EXISTING CAPPING                                                        NOOSA HEADS
                                 SUIT SLOPE                                                                                                                             PROJECT:
                                                                                                                                                                        RECAPPING OF DISUSED
                              CONFINING LAYER TAPER SECTIONS                                                                                                            GIRRAWEEN OLD LANDFILL SITE

                              DOWNSLOPE & UPSLOPE                                                                                                                       DRAWING TITLE:
                                  1:50                                                                                                                                  BATTER DRAIN & CONFINING
                                                                                                                                                                        LAYER TAPER SECTIONS
                                                                                                                                                                        SCALE          1:50          DRAWN: AB
                                                                                                                                                                        DATUM:                  -
                                                                                                                                                                        Original drawing size:           A3

                                                                                                                                                                         DRG No 23004-GIR-06 B