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1-22276-01 site plan

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                                                                                                                                                                                       Soil Surveys Engineering Pty. Limited                                 BOREHOLE RECORD SHEET
                                                                                                                                                                                       Specialists in Applied Geotechnics
                                                                                                                                                                                       PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                        Location Number: BH 05
                                                                                                                                                                                       +61 7 3369 6000
                                                                                                                                                                                       [email protected]
                                                                                                                                                                                                                                                        Project Number: 1-22276
                                                                                                                                                                                       www.soilsurveys.com.au                                           Project Name: Prop. Service Station Reconstruction
                                                                                                                                                                                                                                                        Location: 52-54 Mary St & Weyba Rd, Noosaville
                                                                                                                                                      Easting: 506821                       Northing: 7079958              RL:                          Client: Belo Developments
                                                                                                                                                      Logger: RH                       Operator: RH               Machine:       EVH1750                Date: 25/02/2020                     Page: 1 OF 1
                                                                                                                                                 Drilling Method                                                                                                                                  DCP Test
                                                                                                                                                                                                  Graphic                                                                                      (blows/100mm)                          Samples and
                                                                                                                                                                                   Depth                                             Description
                                                                                                                                                                        Casing
                                                                                                                                                                 NMLC




                                                                                                                                                                                                                                                                                                                                       Remarks
                                                                                                                                                      WB
                                                                                                                                                            RR




                                                                                                                                                                                                                                                                                 0         6              12   18     24     30
                                                                                                                                                 TC




                                                                                                                                                                                           0.04             BITUMEN
                                                                                                                                                                                           0.13
                                                                                                                                                                                           0.22             FILL Sandy GRAVEL (GP) Dense, fine to medium sized,
                                                                                                                                                                                                            dark brown, fine to coarse grained sand, moist.
                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                            BITUMEN
                                                                                                                                                                                           0.60
                                                                                                                                                                                                            FILL Silty SAND (SM) Medium dense, fine to medium
                                                                                                                                                                                           0.80
                                                                                                                                                                                                            grained, dark grey, moist. (Some hydrocarbons present).
                                                                                                                                                                                                            NATURAL Silty SAND (SM) Medium dense, fine to medium
                                                                                                                                                                                 1.0                        grained, dark brown, moist. (Hydrocarbons present).                                                                   D
                                                                                                                                                                                                            SAND (SP) Medium dense, fine to medium grained, light
                                                                                                                                                                                           1.20
                                                                                                                                                                                                            grey, moist.
                                                                                                                                                                                                            SAND (SP) Medium dense, fine to medium grained, light
                                                                                                                                                                                                            grey, wet.

                                                                                                                                                                                           1.70
                                                                                                                                                                                                            Silty SAND (SM) Medium dense, fine to medium grained,
                                                                                                                                                                                                            dark grey, wet.
                                                                                                                                                                                 2.0




                                                                                                                                                                                           2.50
                                                                                                                                                                                                            Silty SAND (SM) Dense to very dense, fine to medium
                                                                                                                                                                                                            grained, dark brown, wet. (Indurated).
                                                                                                                                                                                                                                                                                                                                  D

                                                                                                                                                                                 3.0
SOIL SURVEYS 2.00 LIB 2017-07-13.GLB Log SOIL_SURVEY_AUGER_LOG2 1-22276_GINT.GPJ <<DrawingFile>> 13/03/2020 14:39 10.0.000 Developed by Datgel




                                                                                                                                                                                 4.0
                                                                                                                                                                                           4.10
                                                                                                                                                                                                            Silty CLAY (CH) Very stiff, high plasticity, mottled light grey
                                                                                                                                                                                                            light brown, trace of fine to coarse grained sand, moist.                                                             D

                                                                                                                                                                                           4.50

                                                                                                                                                                                                             BOREHOLE BH 05 TERMINATED AT 4.50 m

                                                                                                                                                                                 5.0




                                                                                                                                                                                 6.0




                                                                                                                                                                                 7.0
                                                                                                                                                                                                                                                                          Weathering Grades                    Samples
                                                                                                                                                  Comments:                                                                                                                       RS - Residual Soil
                                                                                                                                                                                                                                                                              XW - Extremely weathered                U50
                                                                                                                                                  1. Groundwater noted at 1.20m.
                                                                                                                                                                                                                                                                               HW - Highly weathered
                                                                                                                                                                                                                                                                              DW - Distinctly weathered

                                                                                                                                                  2. DCP refusal at 3.17m.                                                                                                    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:
                                                                                                                                                                                                                                                                                      H - High
                                                                                                                                                                                                                                                                                                                    Sample
                                                                                                                                                           Water First Noted            Water Steady Level                                                                        VH - Very high
                                                                                                                                                                                                                                                                                EH - Extremely high                               Date:
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