Appendix D - Acid Sulphate and Dewatering Managment Plan · OPW23/0179

                                                                                     DEPTH CUT/FILL (m)                      EARTHWORKS                                                                                                                                                                                                                                         REFER TO ARCHITECTURAL PLANS
                                                                                                                                                                                                                                                                                                                                                                                FOR FENCING EXTENTS AND TYPE
                                                                                                                            QUANTITIES - SITE




                                                                                                                                                                                                     RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                         RP BOUNDARY
                                                                                                     0.0 TO 1.0
                                                                                                                                                                                                                                                                              RESIDENCE
                                                                                                                            CUT                  659 m3
                                                                                                     -0.5 TO 0.0            FILL                  58 m3                      CORE FILLED BLOCK
                                                                                                                                                                             RETAINING WALL                                                                                                                                                                                        CORE FILLED BLOCK
                                                                                                                                                      3
                                                                                                                            NETT (EXPORT) 601 m                                                                                                                              FFL = 2.700                                                                                           RETAINING WALL
                                                                                                     -1.0 TO -0.5

                                                                                                     -1.5 TO -1.0           FILL QTY IS MEASURED FROM
                                                                                                                            EXISTING SURFACE TO DESIGN                                                                                                                                                          EXISTING SURFACE
                                                                                                                            FINISHED SURFACE AND INCLUDES
                                                                                                     -2.0 TO -1.5           GROUND SLABS
                                                                                                                                                                                                                                            RAMP

                                                                                                     -2.5 TO -2.0                                                                                                                                                             BASEMENT FFL = -0.3




                                                                             SECTION C


                                                                                                                                                                                                                                                                                                                                                                                           Datum -3.000




                                                                                                                                                                                                                                                                     2.20



                                                                                                                                                                                                                                                                                  2.21



                                                                                                                                                                                                                                                                                            2.21



                                                                                                                                                                                                                                                                                                     2.21



                                                                                                                                                                                                                                                                                                                   2.23



                                                                                                                                                                                                                                                                                                                             2.25



                                                                                                                                                                                                                                                                                                                                      2.23
                                                                                                                                                                                                                          1.19



                                                                                                                                                                                                                                    1.22



                                                                                                                                                                                                                                               1.24



                                                                                                                                                                                                                                                          1.25
                               0                                                                                           DEPTH CUT




                                                                                                                                                                                                                 0.92



                                                                                                                                                                                                                          0.77



                                                                                                                                                                                                                                    0.74



                                                                                                                                                                                                                                               0.82



                                                                                                                                                                                                                                                          0.81



                                                                                                                                                                                                                                                                     0.80



                                                                                                                                                                                                                                                                                  0.79



                                                                                                                                                                                                                                                                                            0.79



                                                                                                                                                                                                                                                                                                     0.79



                                                                                                                                                                                                                                                                                                                   0.79



                                                                                                                                                                                                                                                                                                                             0.68



                                                                                                                                                                                                                                                                                                                                      0.68



                                                                                                                                                                                                                                                                                                                                               0.70



                                                                                                                                                                                                                                                                                                                                                                       0.64
                                                                                                                           DEPTH FILL




                                                                                                                                                                                  2.677



                                                                                                                                                                                           2.689




                                                                                                                                                                                                                                                                                                                                                                       2.592
                                                                                                                                                                     2.664




                                                                                                                                                                                                                 2.700



                                                                                                                                                                                                                          2.600



                                                                                                                                                                                                                                    2.600



                                                                                                                                                                                                                                               2.700



                                                                                                                                                                                                                                                          2.700



                                                                                                                                                                                                                                                                     2.700



                                                                                                                                                                                                                                                                                  2.700



                                                                                                                                                                                                                                                                                            2.700



                                                                                                                                                                                                                                                                                                     2.700



                                                                                                                                                                                                                                                                                                                   2.700



                                                                                                                                                                                                                                                                                                                             2.600



                                                                                                                                                                                                                                                                                                                                      2.600



                                                                                                                                                                                                                                                                                                                                               2.600
                                                                                                                           CONTROL LINE LEVELS

                                   5




                                                                                                                                                                                                                 1.777



                                                                                                                                                                                                                          1.827



                                                                                                                                                                                                                                    1.859



                                                                                                                                                                                                                                               1.879



                                                                                                                                                                                                                                                          1.891




                                                                                                                                                                                                                                                                                                                   1.913



                                                                                                                                                                                                                                                                                                                             1.917



                                                                                                                                                                                                                                                                                                                                      1.915



                                                                                                                                                                                                                                                                                                                                               1.901



                                                                                                                                                                                                                                                                                                                                                                       1.949
                                                                                                                                                                                                                                                                     1.900



                                                                                                                                                                                                                                                                                  1.906



                                                                                                                                                                                                                                                                                            1.908



                                                                                                                                                                                                                                                                                                     1.910
                                                                                                                           EXISTING SURFACE

                                                                                                                           CHAINAGE




                                                                                                                                                                                                                                                                                                                             13




                                                                                                                                                                                                                                                                                                                                               15
                                                                                                                                                                                                                                                                                            10



                                                                                                                                                                                                                                                                                                     11



                                                                                                                                                                                                                                                                                                                   12




                                                                                                                                                                                                                                                                                                                                      14




                                                                                                                                                                                                                                                                                                                                                                       16



                                                                                                                                                                                                                                                                                                                                                                                    17
                                                                                                                                                                                                                                                                                                                                                                                    17
                                                                                                                                                                                                                 3



                                                                                                                                                                                                                          4



                                                                                                                                                                                                                                    5




                                                                                                                                                                                                                                                                                  9
                                                                                                                                                                  0
                                                                                                                                                                  0



                                                                                                                                                                                  1



                                                                                                                                                                                           2




                                                                                                                                                                                                                                               6



                                                                                                                                                                                                                                                          7



                                                                                                                                                                                                                                                                     8
                                                                                 SECTION B


                                                                                                                                                                                                                                                       SECTION B
                                       10                                                                                                                                                                                                              SCALE 1:100 @ A3




                                                                                                                                                                                                   RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                       RP BOUNDARY
                                                                                                                                                                                                                                                                                                            CORE FILLED
                                                                                                                                                                                                                                                                                                            BLOCK WALL


                                           15
                                                                                                                                                                       DFE = RL2.4m
                                                                                                                                                                                                                                                                  DRIVEWAY
                                                                                         SECTION A
                          20
25




                                                                                                                                                                                                                                                                                                                                                                                           Datum -1.000
                                                                                                                                                                    2.250



                                                                                                                                                                                 2.250



                                                                                                                                                                                          2.341



                                                                                                                                                                                                            2.400



                                                                                                                                                                                                                         2.387



                                                                                                                                                                                                                                   2.387



                                                                                                                                                                                                                                              2.387



                                                                                                                                                                                                                                                         2.387



                                                                                                                                                                                                                                                                    2.387



                                                                                                                                                                                                                                                                                 2.387



                                                                                                                                                                                                                                                                                           2.387



                                                                                                                                                                                                                                                                                                    2.387



                                                                                                                                                                                                                                                                                                                  2.386



                                                                                                                                                                                                                                                                                                                            2.050



                                                                                                                                                                                                                                                                                                                                     2.050



                                                                                                                                                                                                                                                                                                                                              1.548
                                                                                                                          CONTROL LINE LEVELS
                                                                                         W
                                                                                                                          CHAINAGE




                                                                                                                                                                                                                                                                                           10



                                                                                                                                                                                                                                                                                                    11



                                                                                                                                                                                                                                                                                                                  12



                                                                                                                                                                                                                                                                                                                            13



                                                                                                                                                                                                                                                                                                                                     14



                                                                                                                                                                                                                                                                                                                                              15



                                                                                                                                                                                                                                                                                                                                                                     16



                                                                                                                                                                                                                                                                                                                                                                                   17
                                                                                                                                                                                                                                                                                                                                                                                   17
                                                                         W
                                                                                                                                                                                                            3




                                                                                                                                                                                                                                   5




                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                  0
                                                                                                                                                                  0



                                                                                                                                                                                  1



                                                                                                                                                                                          2




                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                               6



                                                                                                                                                                                                                                                         7



                                                                                                                                                                                                                                                                    8
                                                       W                                     T
                                           SECTION D




                                       W

                                                                                                                                                                                                                                                       SECTION A
               SECTION LAYOUT                                                                                                                                                                                                                          SCALE 1:100 @ A3

               SCALE 1:200 @ A3
                                                                                   SCALE                                                                                                                                                                                                                                                                                  DRAWING STATUS


                                                                                                                                   DME
                                                                                                                                                             APPROVED                                                    PROJECT                                                                            DRAWING TITLE
DESIGN - DM                                                                              AS SHOWN
                                                                                                                                                             Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                               FOR APPROVAL
                                   C       MAR 23      FURTHER ADVICE          DM
                                                                                  HORIZONTAL DATUM                                                                                                                          PROPOSED DUAL OCCUPANCY                                                          EARTHWORKS                                                   DRAWING NUMBER

DRAWN - DM                         B       JAN 23      INFORMATION REQUEST     DM
                                                                                                                                   PROJECTS                   P.O. BOX 7481
                                                                                                                                                                                                                                                                                                             SECTIONS                                                               07
                                   A       SEP 22         FOR APPROVAL         DM    MGA 56                                                                   SIPPY DOWNS, QLD, 4556
                                                                                                                                                              Phone: 0438 157 612
                                                                                                                                                                                                                            128 GYMPIE TERRACE                                                                                                                            JOB NUMBER

APPROVED      06/03/2023           ISSUE DATE              DESCRIPTION         BY
                                                                                  VERTICAL DATUM
                                                                                                             Engineering - Design - Civil Project Services    Email: [email protected]                                NOOSAVILLE, QLD, 4566                                                                                                                                   220508
                                                                                          AHD                                                                                                                                                                                                                                                                                     ©DME Projects Pty. Ltd.