Attachment 5 - Geotechnical Assessment · MCU18/0015

                                                                                                                                                                                                                                                                                          REPORT OF BOREHOLE: BH1
                                                                                                                                                                                                                                                                                                                     SHEET: 1 OF 1
                                                                                                              CLIENT:                                              David Neate C/- IPS                                          COORDS: 509147.0 m E 7080988.0 m N MGA94 56                                          DRILL RIG: Hand auger
                                                                                                              PROJECT: Proposed Development                                                                                     SURFACE RL: DATUM: AHD                                                               CONTRACTOR:
                                                                                                              LOCATION: 27 Attunga Heights, Noosa Heads                                                                         INCLINATION: -90°                                                                    LOGGED: WM               DATE: 23/9/15
                                                                                                              JOB NO:                                              J000128                                                      HOLE DIA: 100 mm HOLE DEPTH: 1.00 m                                                  CHECKED:                 DATE:

                                                                                                                                     Drilling                                              Sampling                                                                                      Field Material Description




                                                                                                                                                                                                                                                                                                                CONSISTENCY
                                                                                                                                                                                                                                USCS SYMBOL
                                                                                                                       PENETRATION




                                                                                                                                                                                                          RECOVERED
                                                                                                                       RESISTANCE




                                                                                                                                                                                                                                                                                                                                  DCP TEST (AS1289.6.3.2)




                                                                                                                                                                                                                                                                                                                CONDITION
                                                                                                                                                                                                                                                                                                                MOISTURE
                                                                                                                                                                                                                      GRAPHIC
                                                                                                                                                                                         SAMPLE OR                                                                                                                                   Blows per 100 mm
                                                                                                              METHOD




                                                                                                                                                                                                                                                                                                                DENSITY
                                                                                                                                                                                                                                                      SOIL/ROCK MATERIAL DESCRIPTION
                                                                                                                                                                   (metres)
                                                                                                                                     WATER




                                                                                                                                                                                         FIELD TEST
                                                                                                                                                                   DEPTH




                                                                                                                                                                                                                      LOG
                                                                                                                                                                              DEPTH                                                                                                                                           0    5     10    15     20    25
                                                                                                                                                                               RL
                                                                                                                                                                   0.0
                                                                                                                                                                                                                                SP            SAND
                                                                                                                                                                                                                                              fine to medium grained, pale grey brown, trace silt, trace root
                                                                                                                                                                                                                                              matter
                                                                                                                                     GROUNDWATER NOT ENCOUNTERED




                                                                                                                          L



                                                                                                                                                                                                                                                                                                                      VL
                                                                                                                                                                               0.40
                                                                                                                                                                                                                                              becoming pale grey brown and brown
                                                                                                                                                                                                                                                                                                                D-
                                                                                                              HA




                                                                                                                                                                   0.5
                                                                                                                                                                                                                                                                                                                M
                                                                                                                         M


                                                                                                                                                                               0.70
                                                                                                                                                                                                                                              becoming pale grey brown


                                                                                                                         H                                                                                                                                                                                             L



                                                                                                                                                                   1.0
                                                                                                                                                                                                                                              END OF [email protected] m
                                                                                                                                                                                                                                              PRACTICAL REFUSAL - Combination of tree roots and hole
                                                                                                                                                                                                                                              collapse
                                                                                                                                                                                                                                              BACKFILLED




                                                                                                                                                                   1.5




                                                                                                                                                                   2.0
CORE 8_1 LIB.GLB Log NON-CORED FULL PAGE J000128.GPJ <<DrawingFile>> 08/10/2015 14:17 8.30.004 Datgel Tools




                                                                                                                                                                   2.5




                                                                                                                                                                   3.0




                                                                                                                                                                   3.5



                                                                                                                                                                                This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
                                                                                                                                                                               geotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
                                                                                                                                                                                    for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.