Sunshine Butterflies - Attachment D - 010816-2

                                                                                                                                                                                                                                                                                                                                                                                                                                Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                  BH08B
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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
                                                                                                                                                                                                                               Not Encountered Water




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




                                                                                                                                                                                                                                                                                                                                                                                                    100
                                                                                                                                                                                                                                                                                                                                                                                                    200
                                                                                                                                                                                                                                                                                                                                                                                                    300
                                                                                                                                                                                                                                                                                                                                                                                                    400
                                                                                                                                                                                                                                                                                                                                                                                                    500
                                                                                                                                                                                                                                                                                                                          ROADBASE (FILL), fine to coarse sized
                                                                                                                                                                                                                                                                                                                          gravel

                                                                                                                                                                                                                                                                                                                                                                                  M        D
                                                                                                                                                                                                        HA




                                                                                                                                                                                                                                                                                                                          Hole Terminated at 0.20 m
                                                                                                                                                                                                                                                                                                                          Hand Auger Refusal on Very Dense Gravel
                                                                                                                                                                                                                                                                                                                          (Possible Cement Treated Base)




                                                                                                                                                                                                                                                                                    0.5
TECTONIC 2.00.1 LIB.GLB Log 1 TECTONIC BOREHOLE 16081.GPJ <<DrawingFile>> 04/05/2016 13:10 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




                                                                                                                                                                                                                                                                                    1.0




                                                                                                                                                                                                                  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