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1 - GEOTECHNICAL INVESTIGATION REPORT - 150320 LAR Road Investigation Ridgewood Geotech 23042015_Rev1-Combined

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                                                                                                                                                                                                                                                                                                                                                         HOLE NO :         AH15-07
                                                                                                                                                                                                          NON-CORE DRILL HOLE - GEOLOGICAL LOG                                                                                                           FILE / JOB NO :
                                                                                                          PROJECT : Road Widening                                                                                                                                                                                                                        SHEET : 1 OF 1
                                                                                                          LOCATION : Top Forestry Road Ridgewood
                                                                                                          POSITION :                                                                                                                                              SURFACE ELEVATION :                                         ANGLE FROM HORIZONTAL : 90°
                                                                                                          RIG TYPE :                                                                       MOUNTING : 4WD Utility                                                                            CONTRACTOR : Contract Drilling                                       DRILLER :
                                                                                                          DATE STARTED : 1/4/15                                                          DATE COMPLETED : 1/4/15                                                    DATE LOGGED : 1/4/15                         LOGGED BY : BPC                        CHECKED BY : DJM


                                                                                                                                  DRILLING                                                                                                                                                            MATERIAL




                                                                                                                                                                                                               CLASSIFICATION
                                                                                                                                                                           FIELD TESTS




                                                                                                                                                                                                                                                                                                                                          CONSISTENCY
                                                                                                                             PENETRATION




                                                                                                          PROGRESS
                                                                                                                                           GROUND WATER




                                                                                                                                                                           SAMPLES &



                                                                                                                                                                                         DEPTH (m)




                                                                                                                                                                                                                                                                                                                              CONDITION




                                                                                                                                                                                                                                                                                                                                                                                  BACKFILL
                                                                                                                                                                                                     GRAPHIC




                                                                                                                                                                                                                                                                                                                              MOISTURE


                                                                                                                                                                                                                                                                                                                                            RELATIVE
                                                                                                                               DRILLING




                                                                                                                                                                                                                                                                                                                                            DENSITY
                                                                                                                                                                                                                                                                   MATERIAL DESCRIPTION




                                                                                                                                                                                                                                SYMBOL
                                                                                                                                              LEVELS




                                                                                                                                                                                                                                                                                                                                                              STRUCTURE




                                                                                                                                                                                                       LOG




                                                                                                                                                                                                                                                                                                                                                                                    LOG
                                                                                                          & CASING
                                                                                                          DRILLING




                                                                                                                                                                                                                                                      Soil Type, Colour, Plasticity or Particle Characteristic
                                                                                                                     WATER




                                                                                                                                                                                                                                                                                                                                                           & Other Observations
                                                                                                                                                                                                                                                               Secondary and Minor Components

                                                                                                                                                                                         0.0
                                                                                                                                                                                                                      GC                         Clayey Sandy GRAVEL: Brown, fine to medium gravel.                              D            D
                                                                                                                                             Groundwater not Encountered
                                                                                                                                E
                                                                                                            AD/T




                                                                                                                                                                                                                                         0.08m
                                                                                                                                                                                                                         CI                      Silty CLAY FILL: Red brown, medium plasticity. With some gravel, with some      D           VSt
                                                                                                                                E




                                                                                                                                                                                                                                         0.15m   sand.
                                                                                                                                                                                                                                                 BOREHOLE AH15-07 TERMINATED AT 0.15 m
                                                                                                                                                                                                                                                 Backfilled with type 2.1 roadbase and cement




                                                                                                                                                                                         1.0
REE_AGS 3_1_RTA 1_1_LIB_FIX.GLB Log RTA NON-CORE DRILL HOLE COOROY.GPJ <<DrawingFile>> 23/04/2015 15:29




                                                                                                                                                                                         2.0




                                                                                                                                                                                         3.0
                                                                                                          See Explanatory Notes for
                                                                                                          details of abbreviations
                                                                                                          & basis of descriptions.
                                                                                                                                                                                                                                                    RED EARTH ENGINEERING
                                                                                                                                                                                                                                                                                                                                                         File: AH15-07 Page 1 OF 1
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