UPDATED DA - Attachment 7 - Flood Impact Assessment

                                                                                                                                                                                                                                                                                                                     IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                 CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                   ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                     COMMENCEMENT OF EXCAVATION


                                                                                                                                                                                                                                                                                       BULK EARTHWORKS NOTES
                                                                                                                                                                                                                                                                                       1. STRIP ALL TOPSOIL CONTAINING ORGANIC MATTER TO A DEPTH OF
                                                                                                                                                                                                                                                                                       100mm AND SPOIL TO SUITABLE STOCKPILE AREA. REMOVE RUBBLE
                                                                                                                                                                                                                                                                                       MATERIAL, OVERSATURATED MATERIALS, ORGANIC MATTER AND
                                                                                                                                                                                                                                                                                       OTHER UNSUITABLE MATERIAL FROM THE SITE.
                                                                                                                                                                                                                                                                                       2. EARTHWORKS ON ALLOTMENTS SHALL BE CARRIED OUT IN
                                                                                                                                                                                                                                                                                       ACCORDANCE WITH AUSTRALIAN STANDARDS AS3798 - GUIDELINES
                                                                                                                                                                                                                                                                                       ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
                                                                                                                                                                                                                                                                                       DEVELOPMENTS - COMPACTION TO 95% STANDARD (AS1289E1.1).
                                                                                                                                                                                                                                                                                       3. SIMILARLY, SUBGRADE COMPACTION TO 98% STANDARD
                                                                                                                                                                                                                                                                                       (AS1289E1.1). REMOVE ANY SOFT OR COMPRESSIBLE ZONES AND
                                                                                                                                                                                                                SHEET C302                                                             REPLACE WITH SUITABLE MATERIAL.
                                                                                                                                                                                                                                                                                       4. SUPERVISION, INSPECTION & TESTING SHALL BE CARRIED OUT TO
                                                                                                                                                                                                                                                                                       LEVEL 1 STANDARD U.N.O. FREQUENCY OF COMPACTION TESTS ARE
                                                                                                                                                                                                                                                                                       AS FOLLOWS:

                                                                                                                                                                                                                                                                                                      LOCATION                             FREQUENCY
                                                                                                                                                                                17                                                               16
                                                                                                                                                                                                                                                                                        FINISHED LEVEL OR ROAD SUBGRADE (IN
                                                                                                                                                                                                                                                                                                                                               1 per 100 m
                                                                                                                                                                                                                                                                                        CUT OR FILL)
                                                                                                                                                                                                                                                                                        ALLOTMENT FILL WHERE DEPTH 300 - 500mm                  1 per LOT
                                                                                                                      SHEET C301                                                                                                                                                        ALLOTMENT FILL WHERE DEPTH > 500mm                 1 per LOT/500mm
                                                                                                                                                                                16
                                                                                                                                                                                                                                                                                        LEVEL OF INSPECTION FOR ALLOTMENT FILL                   LEVEL 1
                                                                                                                                                                                                           16
                                                                                                                                                                                                                                                                                       5. QUALITY TESTS OF IMPORTED MATERIAL ARE REQUIRED AT A RATE
                                                                                                                                                                                                                                                                                       OF 1 TEST PER 400 cu m OR PART THEREOF.




                                                                                                                                                                           16
                                                                                                                                                                                                                                                 15
                                                                                                                                                                                                                                                                                       6. IMPORTED FILL MATERIAL SHALL BE LOW PLASTICITY GRANULAR
                                                                                                                                                                                                                                                                                       FILLING. PLACE FILL TO THE BUILDING PLATFORM AREAS IN LAYERS
                                                                                                                                                                                                                                                                                       OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF MACHINERY
                                                                                                                                                                                                                                                      15
                                                                                                                                                                                                                                                                                       BEING USED AND NOT GREATER THAN 250mm. ANY UNSUITABLE
                                                                                      16                                                                                                                                                                                               MATERIAL SHALL BE IDENTIFIED, REMOVE AND REPLACE AS
                                                                                                                                                                                 15
                                                                                                                                                                                                                                                                                       SPECIFIED.
                                                                              16
                                                                                                                                                                                                                                                                                       7. ALL TESTING OF EARTHWORKS SHALL BE CARRIED OUT AT THE
                         16




                                                                                                                                                                                                                                                                                       CONTRACTORS EXPENSE UNLESS NOTED OTHERWISE.

                                                                                                                                                                                                                                                                                       STOCKPILE NOTE
                                                     16
                                                                                                                                                                                                                                                                                       1. STOCKPILES OF CONSTRUCTION AND LANDSCAPING MATERIALS,
                                                                                                                                                                                                                                                                                       AND OTHER SITE DEBRIS, SHALL BE LOCATED CLEAR FROM ANY
                                                                                                                                                                                                                                                                                       POSITION FROM WHICH IT COULD BE WASHED ONTO ANY FOOTPATH,




                                                                                                                                                                                15
                                                                                                                                                                                                                                         15                                            NATURE STRIP, ROADWAY, OR INTO ANY DRAIN OR WATERCOURSE.
                                                                     16




                                                                                                                                                                                                                                                                                       APPROXIMATE CUT/FILL VOLUMES
                                                     15                                                                                                                                                                                                                                1. INCLUDES ALL QUANTITIES BETWEEN EXISTING (LESS 150) AND
                                                                                                                                                                                                                                                                                       FINISHED SURFACES (LESS 150). PAVING BOXING QUANTITY (300 DEEP)
                                                                                                                                                                                                                                                                                       NOT INCLUDED.
                                                                                                                           16


                                                                                                                                                                                                                                                                                       TOTAL CUT                                            XXX.XXXm3

                                                          15
                                                                                                                                                                                                                                                                                       TOTAL FILL                                           XXX.XXXm3


                                                                                                                                                                                                                                                                                       BULK EARTHWORKS LEGEND (100mm INC.)
                                                                                           14
                                                                                                                                15
                                                                                                                                                                                                                                                                                                                                          CUT                FILL

                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS 0.00 - 0.10m
                                                                                                                                     14




                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS 0.10 - 0.20m

                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS 0.20 - 0.30m

                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS 0.30 - 0.40m

                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS 0.40 - 0.50m

                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS 0.50 - 0.60m

                                                                                                                                                                                                                                                                                       PROPOSED EARTHWORKS > 0.60m
                                                                                                                                                                15




                                                                                                                                                                                                                                                                                       EXISTING CONTOURS                                               3.0

                                                                                                                                                                                                                                                                                       DESIGN CONTOURS                                                 3.0




                                                                                                                                                                                                                                                                                                                SCALE 1:500 (A1) - 1:1000 (A3)


                                                                                                                                                                                                                                                                                                                Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                                                                Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                contractor prior to commencement of works.

                                                                                                                                          Approved
Checked -    CJT                                                                                                                                                                             Drawing title -                 Project -   DOONAN WASTE TRANSFER       Site -                                   Project No.     244035       Sheet No.             C300
Design -    JIC         Drawn -    JIC
                                                                                                                                                                                             BULK EARTHWORKS OVERVIEW                    STATION - TRAFFIC CONCEPT   561 EUMUNDI-NOOSA ROAD,                  Digital Ref :   C300 BULK EARTHWORKS     Issue :        B
Scales -    AS SHOWN                                 B    20/12/24   PRELIMINARY                                JIC                       COVEY ASSOCIATES PTY LTD   124 DUPORTH AVENUE                                      Client -
                                                                                                                                                                                                                                         NOOSA SHIRE COUNCIL         DOONAN                                     This Document is copyright and shall not be copied
                                                     A    28/11/24   PRELIMINARY                                JIC
                                                                                                                                          ABN 59 137 305 992         PO BOX 16                                                                                                                                  without written approval, nor shall it be used except
Document Stage -       PRELIMINARY                                                                                                        (07) 5443 7777             MAROOCHYDORE QLD 4558                                                                                                                      for the Development and the Site Specified.
                                                    Issue Date                     Description                 By                         [email protected]
       c:\12dS\data\12dserver\244035_3605\design (covey)\drawings - concept design\uncontrolled\C300 BULK EARTHWORKS.dwg                                                                                                                                                                                      Plot 12 February 2025 - 11:09 AM