Sunshine Butterflies - Attachment D - 010816-2

                                                                                                                                                                                                                                                                                                                                                                                                                               Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                  BH07
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                                                                                                                                                                                                        Engineering Log - Borehole                                                                                                                                    Project No.:                     16081

                                                                                                                                                                                                             Client:                                         Sunshine Butterflies                                                                                     Commenced:                       14/04/2016
                                                                                                                                                                                                             Project Name:                                   Our Backyard                                                                                             Completed:                       14/04/2016
                                                                                                                                                                                                             Hole Location:                                  468 Mckinnon Drive, Cooroibah                                                                            Logged By:                       ACD
                                                                                                                                                                                                             Hole Position:                                  See Site Plan                                                                                            Checked By:                      ACD
                                                                                                                                                                                                             Drill Model and Mounting:                                       Hand Auger                                               Inclination: -90°               RL Surface:                 No survey
                                                                                                                                                                                                             Hole Diameter:                                                  100 mm                                                   Bearing:     360°               Datum:                      AHD       Operator:     Tectonic

                                                                                                                                                                                                                                Drilling Information                                                                                          Soil Description                                                         Observations




                                                                                                                                                                                                                                                                                                                                                                               Relative Density
                                                                                                                                                                                                                                                                                                        Classification
                                                                                                                                                                                                                 Penetration




                                                                                                                                                                                                                                                                                                                                                                                                    Pocket




                                                                                                                                                                                                                                                                                                                                                                               Consistency
                                                                                                                                                                                                                                                                                          Graphic Log


                                                                                                                                                                                                                                                    Samples                                                                             Material Description
                                                                                                                                                                                                                                                                                                                                                                                                  Penetrometer             Structure and




                                                                                                                                                                                                                                                                                                                                                                               Condition
                                                                                                                                                                                                                                                                  Recovery




                                                                                                                                                                                                                                                     Tests                                                                soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                                               Moisture
                                                                                                                                                                                                                                                                                                                                                                                                     UCS              Additional Observations
                                                                                                                                                                                                                                                                                                        Symbol
                                                                                                                                                                                                        Method




                                                                                                                                                                                                                                                                                                                           secondary and minor components, colour
                                                                                                                                                                                                                               Water




                                                                                                                                                                                                                                                    Remarks                   RL Depth                                                                                                               (kPa)
                                                                                                                                                                                                                                                                              (m) (m)




                                                                                                                                                                                                                                                                                                                                                                                                   100
                                                                                                                                                                                                                                                                                                                                                                                                   200
                                                                                                                                                                                                                                                                                                                                                                                                   300
                                                                                                                                                                                                                                                                                                                                                                                                   400
                                                                                                                                                                                                                                                                                                                                                                                                   500
                                                                                                                                                                                                                                                                                                          SM             Silty SAND, fine to medium grained, grey, with
                                                                                                                                                                                                                                                                                                                         some fine to medium sized gravel




                                                                                                                                                                                                                                                 0.25-0.5:                                                SM             Clayey Silty SAND, fine to medium grained,
                                                                                                                                                                                                                                                 BDS                                                                     pale brown, orange brown and pale grey.

                                                                                                                                                                                                                                                                                                                                                                                        MD
                                                                                                                                                                                                                               Not Encountered




                                                                                                                                                                                                                                                                                   0.5                                                                                           M
                                                                                                                                                                                                        HA
TECTONIC 2.00.1 LIB.GLB Log 1 TECTONIC BOREHOLE 16081.GPJ <<DrawingFile>> 04/05/2016 13:08 8.30.004 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 2.00.1 2016-02-17 Prj: Tectonic 2.00 2016-02-16




                                                                                                                                                                                                                                                                                                          CH             Sandy CLAY, high plasticity, orange brown
                                                                                                                                                                                                                                                                                                                         and pale grey, fine to medium grained sand



                                                                                                                                                                                                                                                                                                                                                                                       St to
                                                                                                                                                                                                                                                                                                                                                                                       VSt




                                                                                                                                                                                                                                                                                   1.0
                                                                                                                                                                                                                                                                                                                         Hole Terminated at 1.00 m




                                                                                                                                                                                                                  Method                                        Penetration                                Water                              Samples and Tests                           Moisture Condition        Consistency/Relative Density
                                                                                                                                                                                                             AD/T-Auger Drilling TC Bit                           No resistance                         Level (Date)                   U - Undisturbed Sample                                 D - Dry                   VS - Very Soft
                                                                                                                                                                                                             RR - Rock Roller                                      ranging to                                                          D - Disturbed Sample                                   M - Moist                 S - Soft
                                                                                                                                                                                                             RD - Rotary Drilling                                    refusal                            Inflow                         SPT - Standard Penetration Test                        W - Wet                   F - Firm
                                                                                                                                                                                                             NMLC -Rock Core                                                                            Partial Loss                                                                                                    VSt - Very Stiff
                                                                                                                                                                                                             HA - Hand Auger                                                                            Complete Loss                                                                                                   H - Hard
                                                                                                                                                                                                                                                                                                                                                                                                  Plastic Limit         VL - Very Loose
                                                                                                                                                                                                                                                                             Graphic Log/Core Loss                                                                                                                      L   - Loose
                                                                                                                                                                                                                                                                                                                                              Classification Symbols                                 < PL               MD - Medium Dense
                                                                                                                                                                                                                                                                                Core recovered (hatching                                      and Soil Descriptions                                                     D - Dense
                                                                                                                                                                                                                                                                                indicates material)                                                                                                  = PL
                                                                                                                                                                                                                                                                                                                                               Based on Unified Soil                                 < PL               VD - Very Dense
                                                                                                                                                                                                                                                                                Core loss                                                      Classification System