Sunshine Butterflies - Attachment D - 010816-2

                                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                 BH05
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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
                                                                                                                                                                                                                                                                                                     SM             Silty SAND, fine to medium grained, grey




                                                                                                                                                                                                                                                                                                                                                                          D to
                                                                                                                                                                                                                                                                                                                                                                           M

                                                                                                                                                                                                                                                                                                                    becoming pale brown
                                                                                                                                                                                                                                                                                                                                                                                   MD


                                                                                                                                                                                                                                                                                                     SC             Clayey SAND, fine to medium grained, aple
                                                                                                                                                                                                                                                                                                                    grey and pale brown




                                                                                                                                                                                                                                                                              0.5
                                                                                                                                                                                                                               Not Encountered




                                                                                                                                                                                                                                                                                                     CH             Silty CLAY, high plasticity, orange brown and
TECTONIC 2.00.1 LIB.GLB Log 1 TECTONIC BOREHOLE 16081.GPJ <<DrawingFile>> 04/05/2016 13:06 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




                                                                                                                                                                                                                                                                                                                    red brown, fine to medium grained sand
                                                                                                                                                                                                        HA




                                                                                                                                                                                                                                                                                                                                                                            M


                                                                                                                                                                                                                                                                                                                                                                                  St to
                                                                                                                                                                                                                                                                                                                                                                                  VSt




                                                                                                                                                                                                                                                                              1.0




                                                                                                                                                                                                                                                                                                                    Hole Terminated at 1.20 m
                                                                                                                                                                                                                                                                                                                    Practical Hand Auger Refusal




                                                                                                                                                                                                                  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