Sunshine Butterflies - Attachment D - 010816-2

                                                                                                                                                                                                                                                                                                                                                                                                                   Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                      BH01
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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                                                                                                        DCP TEST
                                                                                                                                                                                                                 Penetration




                                                                                                                                                                                                                                                                                                                                                                                    Pocket




                                                                                                                                                                                                                                                                                                                                                               Consistency
                                                                                                                                                                                                                                                                           Graphic Log


                                                                                                                                                                                                                                       Samples                                                                          Material Description                                                              (AS 1289.6.3.2-1997)
                                                                                                                                                                                                                                                                                                                                                                                  Penetrometer




                                                                                                                                                                                                                                                                                                                                                               Condition
                                                                                                                                                                                                                                                   Recovery




                                                                                                                                                                                                                                        Tests                                                             soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                               Moisture
                                                                                                                                                                                                                                                                                                                                                                                     UCS                   Blows per 100 mm
                                                                                                                                                                                                                                                                                         Symbol
                                                                                                                                                                                                        Method




                                                                                                                                                                                                                                                                                                           secondary and minor components, colour
                                                                                                                                                                                                                               Water




                                                                                                                                                                                                                                       Remarks                 RL Depth                                                                                                              (kPa)
                                                                                                                                                                                                                                                               (m) (m)                                                                                                                            0   5       10     15     20   25




                                                                                                                                                                                                                                                                                                                                                                                   100
                                                                                                                                                                                                                                                                                                                                                                                   200
                                                                                                                                                                                                                                                                                                                                                                                   300
                                                                                                                                                                                                                                                                                                                                                                                   400
                                                                                                                                                                                                                                                                                                                                                                                   500
                                                                                                                                                                                                                                                                    2.0
TECTONIC 2.00.1 LIB.GLB Log 1 TECTONIC BOREHOLE 16081.GPJ <<DrawingFile>> 04/05/2016 13:02 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




                                                                                                                                                                                                                                                                    2.5




                                                                                                                                                                                                                  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