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RFI - Attachment C - Slope Stability Assessment and Geotechnical report · MCU20/0026

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                                                                                                                                                                                       Soil Surveys Engineering Pty. Limited                              BOREHOLE RECORD SHEET
                                                                                                                                                                                       Specialists in Applied Geotechnics
                                                                                                                                                                                       PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                     Location Number: BH 01
                                                                                                                                                                                       +61 7 3369 6000
                                                                                                                                                                                       [email protected]
                                                                                                                                                                                                                                                     Project Number: 1-22543
                                                                                                                                                                                       www.soilsurveys.com.au                                        Project Name: Proposed Residence
                                                                                                                                                                                                                                                     Location: 40 Park Crescent, Sunshine Beach
                                                                                                                                                      Easting: 511076                       Northing: 7079137             RL: 27.6 m                 Client: Sanya Holdings Pty Ltd
                                                                                                                                                      Logger: RH                       Operator: RH               Machine:    EVH1750                Date: 20/05/2020                     Page: 1 OF 2
                                                                                                                                                 Drilling Method                                                                                                                               DCP Test
                                                                                                                                                                                                  Graphic                                                                                   (blows/100mm)                          Samples and
                                                                                                                                                                                   Depth                                           Description
                                                                                                                                                                        Casing
                                                                                                                                                                 NMLC




                                                                                                                                                                                                                                                                                                                                    Remarks
                                                                                                                                                      WB
                                                                                                                                                            RR




                                                                                                                                                                                                                                                                              0         6              12   18     24     30
                                                                                                                                                 TC




                                                                                                                                                                                                            FILL Silty SAND (SM) Loose to very loose, fine to coarse
                                                                                                                                                                                                            grained, dark brown, trace of fine to medium sized gravel,
                                                                                                                                                                                                            with organics, moist.
                                                                                                                                                                                           0.30
                                                                                                                                                                                                            NATURAL SAND (SP) Very loose, fine to medium grained,
                                                                                                                                                                                                            dark grey, trace of silt fines, moist.                                                                             D
                                                                                                                                                                                 0.5




                                                                                                                                                                                           0.90
                                                                                                                                                                                 1.0                        SAND (SP) Very loose, fine to medium grained, light grey
                                                                                                                                                                                                            mottled light brown, moist.


                                                                                                                                                                                                                                                                                                                               D



                                                                                                                                                                                 1.5




                                                                                                                                                                                 2.0
                                                                                                                                                                                           2.10
                                                                                                                                                                                                            SAND (SP) Loose, fine to medium grained, dark grey, moist.
SOIL SURVEYS 2.00 LIB 2017-07-13.GLB Log SOIL_SURVEY_AUGER_LOG2 1-22543_GINT.GPJ <<DrawingFile>> 15/06/2020 16:21 10.0.000 Developed by Datgel




                                                                                                                                                                                 2.5

                                                                                                                                                                                           2.70
                                                                                                                                                                                                            SAND (SP) Medium dense, fine to medium grained, dark                                                               D
                                                                                                                                                                                                            grey, moist.
                                                                                                                                                                                 3.0




                                                                                                                                                                                 3.5




                                                                                                                                                                                 4.0




                                                                                                                                                                                 4.5

                                                                                                                                                                                           4.70
                                                                                                                                                                                                            SAND (SP) Loose to medium dense, fine to medium
                                                                                                                                                                                                            grained, light grey, moist.
                                                                                                                                                                                 5.0
                                                                                                                                                                                                                                                                         Weathering Grades                  Samples
                                                                                                                                                  Comments:                                                                                                                    RS - Residual Soil
                                                                                                                                                                                                                                                                           XW - Extremely weathered                U50
                                                                                                                                                  1. Groundwater not encountered during augering.
                                                                                                                                                                                                                                                                            HW - Highly weathered
                                                                                                                                                                                                                                                                           DW - Distinctly weathered

                                                                                                                                                  2. RL estimated from provided survey.                                                                                    MW - Moderately weathered
                                                                                                                                                                                                                                                                            SW - Slightly weathered
                                                                                                                                                                                                                                                                                  FR - Fresh
                                                                                                                                                                                                                                                                                                                   SPT
                                                                                                                                                                                                                                                                           Rock Strength                     Disturbed
                                                                                                                                                                                                                                                                              RS - Residual Soil
                                                                                                                                                                                                                                                                                VL - Very low                 Sample
                                                                                                                                                                                                                                                                                   L - Low
                                                                                                                                                                                                                                                                                 M - Medium                        Bulk        Approved: GB
                                                                                                                                                                                                                                                                                   H - High
                                                                                                                                                                                                                                                                                                                 Sample
                                                                                                                                                           Water First Noted            Water Steady Level                                                                     VH - Very high
                                                                                                                                                                                                                                                                             EH - Extremely high                               Date:     15/06/2020

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