Sunshine Butterflies - Attachment D - 010816-2

                                                                                                                                                                                                                                                                                                                                                                                                                          Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                            BH08A
                                                                                                                                                                                                                                                                                                                                                                                                                          Page 1 of 1

                                                                                                                                                                                                        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
                                                                                                                                                                                                                                                                                                                    Silty GRAVEL (ROADBASE/FILL), fine to
                                                                                                                                                                                                                                                                                                                    coarse sized gravel, angular
                                                                                                                                                                                                                               Not Encountered




                                                                                                                                                                                                                                                                                                                                                                            M        D
                                                                                                                                                                                                        HA




                                                                                                                                                                                                                                                                              0.5
                                                                                                                                                                                                                                                                                                                    Hole Terminated at 0.50 m
TECTONIC 2.00.1 LIB.GLB Log 1 TECTONIC BOREHOLE 16081.GPJ <<DrawingFile>> 04/05/2016 13:09 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