Geotechnical Investigation Report · OPW26/0149

                      1                              2                          3                                                                  4                                 5                                                    6                                                 7                                    8                                     9                                                     10

    LEGEND:

A                                                                                                                                                                                                                                                                                                                                                                                                                                                 A

                                            BH7


     PROPOSED GROUND
                LEVEL
                                                  EXISTING GROUND
     DRILLED BOREHOLE                             LEVEL                                                                                                                                                                                                                                                                                                                                                                                           B
B

                                              ?   INFERRED STRATA
                                                  CONTACT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                  C
C


                                  EOB x.x m




D   NOTES:                                                                                                                                                                                                                                                                                                                                                                                                                                        D
     1.         EXISTING GROUND SURFACE ADAPTED FROM CONTOURS
                DERIVED FROM DIGITIAL ELEVATION MODEL
         2.     PROPOSED GROUND PROFILE IS ASSUMED ONLY, BASED ON
                INTERPRETATION OF GROUND SURFACE FROM DRAWING
                PREPARED BY JFP URBAN CONSULTANTS, TITLED
                PROPOSED DEVELOPMENT AT 260 RIDLEY ROAD, BRIDGEMAN
                DOWNS, REF. NO. B4879EA1_DA2_2. DRAWING NO. EW01,
                                                                                                                                                                               BH2
                ISSUE A. PROVIDED BY B&L CIVIL PTY LTD
E
                                                                     ?                                                                                                                                                                                                                                                                                                                                                                            E
                                                                            ?
                                                                                                 ?                                                                                                                                                                                                       BH3
                                                                                                                                ?
                                                                                                                                                             ?
                                                                                                                                                                           ?         STIFF - V
                                                                                                                                                                                              ERY STI
                                                                                                                                                                                                      FF
                                                                                                                                                                                          ?                SILTY C
                                                                                                                                                                                                                   LA      Y
                                                                                                                                                             HARD SILTY CLAY                                  ?
                                                                                                                                                                                                                                        ?                                                                      PROPOSED FILL
F                                                                                                                                                                                                                                                                  ?                                                                                                                                                                              F
                                                                                                                                                                                                                                                                                ?
                                                                                                                                                                                                                                                                                                     ?
                                                                                                                                                                                                                                                                                                                       ?
                                                                                                                                                                      EOB 6.0 m                                                                                                                                                          ?
                                                                                                                                                                                                                                                                                                                                                   ?
                                                                                                                                                                                                                                                                                                            HARD SILTY CLAY                                                       ?                    ?                     ?               ?
                                                                                                                                                                                                                                                                                                EOB 6.0 m
G                                                                                                                                                                                                                                                                                                                                                                                                                                                 G




H                                                                                                                                                                                                                                                                                                                                                                                                                                                 H




I                                                                                                                                                                                                                                                                                                                                                                                                                                                 I




J                                                                                                                                                                                                                                                                                                                                                                                                                                                 J




    REV        DATE          DESCRIPTION                                 DRAWN       CHK   COPYRIGHT                                               Client                                                                                                                       North                       Project                                    Drawing Title

     0        10.06.26       REPORT ISSUE                                 PH         JT                                                                                                                                                                                                          N             LAKE MACDONALD CABINS                     CROSS SECTION A - A'
                                                                                           This document remains the property of PTG
                                                                                           CONSULTING and such may not be used, copied
                                                                                                                                                     SCG CONSULTING ENGINEERS
                                                                                           of reproduced, wholly or in part, without the express
                                                                                           permission of PTG CONSULTING.

                                                                                           Do not scale this drawing.
                                                                                                                                                   Address                                                                                                                                                  Address                                    Drawn               Approved    Scale @ A3 Drawing Status
                                                                                           Figured dimension take precedence over scale.                                                                   a: Level 3, 159 Coronation Drive (CNR Cribb St), Milton, QLD, 4064
                                                                                                                                                                                                           p: (07) 3444 6666                                                                                   87 HAYWARD ROAD                              PH                    JT     1:250       REPORT ISSUE
                                                                                           verify all dimensions on site.                            1/11 PROJECT AVENUE                                   e: [email protected]
                                                                                                                                                     NOOSAVILLE QLD 4566                                   w: https://www.ptgconsulting.com.au/
                                                                                                                                                                                                                                                                                                               LAKE MACDONALD                          Designed            Date        Project No.                 Dwg No.             Revision
                                                                                                                                                                                                                                                                                                                                                            PH              10.08.26   PTG/04982                   0002                0

                         1                           2                           3                                                                  4                                5                                                        6                                         7                                        8                                 9                                                         10
                                                                                                                                                                                                                                                                                                                                     0       10   20   30                  40          50                                         80                  100