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Attachment D amended SWMP

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ENGINEERS
                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT
                                                     DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUNNINGS
                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOOSAVILLE
                                                                                                                                                2.28%%




                                                                                                                                                                                                                                                        BIO-RETENTION BASIN
               6000




                                                                                                                                               2.28
     9657




                                                                                                                                                          W


                                                                                                                                                                                                                      525 RCP                                                                                                                                                                                                      CUSTOMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        at
                                                                                             SW
                                                                    VERGE




                                                                                              CONTOUR LEVEL RL 10.000
                                                                     5000




                                                                                                                                           RL 10.850     ExSW                                  ExSW                                        ExSW                                                                                                                                                                                    ENTRY/EXIT
                                                                                                                                           450 RCP
                                                                                                                                                                                                                                                                                      ExSW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CNR EUMUNDI NOOSA ROAD &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GATEWAY DRIVE
                                                                                                                                                                                                                                                                                                                                                                                EXISTING PIT
                                                                                                                                                             (170.102) 8°53'55"
PROPOSED GULLY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOOSAVILLE, QLD 4566
                                                                                                               SW                                                                SW                                                                                                                                                                                             SURFACE LEVEL=10.84
INVERT IN = 7.88                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        for
                                                                                                                                                                                                                                                                                                                                                   1050 RCP




                                                                                                                                                                                                                                                                                                                                                                                EXISTING INVERT IN = 7.94 GATEWAY DRIVE
INVERT OUT = 7.86
                                                                                                                                                                                                                                                                                                           ExSW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUNNINGS GROUP LIMITED                                                  NORTH POINT




                                                                                                             PROPOSED MH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                COPYRIGHT © GROUP 4 ARCHITECTS PTY LTD

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWING TITLE

                                                                                                             INVERT IN = 7.55                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SITE PLAN OF LAYOUT
                                                                                                             INVERT OUT = 7.52                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED BULK TRADE YARD
                                                                                              GATEWAY DRIVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UNDERCROFT PARKING
                      PROPOSED MH
                      INVERT IN = 7.82                                                                       EXISTING PIT
                      INVERT OUT = 7.80                                                                      SURFACE LEVEL=10.79
                                                                                                             EXISTING INVERT IN = 6.39                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DATE       SEPTEMBER 2021                  PROJECT NO.      21002
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWN      GDC                             DRAWING NO.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DA02
                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT No.: BR210522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CHECKED



                                              01 SITE PLAN OF LAYOUT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE      1:500 @ A1                      ISSUE NO.        5

                                              -      PROPOSED BULK TRADE YARD                                    1:500                                                                                                                                                                                                                                                                                                                   DATE:                                                                   11.05.2023                                                                                                                                                                                                                                                                                                                                                                                                             Document Verification
                                                     UNDERCROFT PARKING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Conforming
                                                                                                                                                                                                                                                                                                                                                                                                                                         MARKUP:                                                                 CATCHMENT PLAN                                                                                                                                                                                                                                                                                                                                                                                                         Conforming - Including amendments as noted
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Nonconforming - Amendments as noted to be resubmitted
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Authority Verification
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Verified By:                               Date:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Form QM114, Revision Date: 30 June 2011


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PRELIMINARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0                                                    25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ISSUE                                                       ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         USE FIGURED DIMENSIONS IN PREFERENCE TO SCALING
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