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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 09
                                                                                                                                                                                       +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: 506848                       Northing: 7079968             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




                                                                                                                                                                                           0.13             CONCRETE
                                                                                                                                                                                                            FILL SAND (SP) Very loose, fine to coarse grained, light
                                                                                                                                                                                           0.40             grey, moist. (Hydrocarbons present).
                                                                                                                                                                                                            FILL SAND (SP) Loose, fine to coarse grained, light grey,
                                                                                                                                                                                                            trace of fine to medium sized gravel, moist. (Hydrocarbons
                                                                                                                                                                                                            present).

                                                                                                                                                                                 1.0


                                                                                                                                                                                           1.30
                                                                                                                                                                                                            FILL Silty SAND (SM) Loose to medium dense, fine to
                                                                                                                                                                                                            coarse grained, dark grey mottled dark brown, trace of fine
                                                                                                                                                                                                            to medium sized gravel, wet. (Hydrocarbons present).


                                                                                                                                                                                 2.0




                                                                                                                                                                                           2.60
                                                                                                                                                                                                            NATURAL Silty SAND (SM) Dense to very dense, fine to
                                                                                                                                                                                                            medium grained, dark brown, trace of fine to medium sized
                                                                                                                                                                                                            gravel, wet. (Hydrocarbons present).
                                                                                                                                                                                 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




                                                                                                                                                                                           4.50
                                                                                                                                                                                                            Sandy CLAY (CI-CH) Very stiff, medium to high plasticity,
                                                                                                                                                                                                            light grey, fine to medium grained sand, moist.
                                                                                                                                                                                                            (Hydrocarbons present).
                                                                                                                                                                                 5.0



                                                                                                                                                                                           5.40
                                                                                                                                                                                                            Silty SAND (SM) Medium dense, fine to coarse grained,
                                                                                                                                                                                                            dark brown, wet. (Hydrocarbons present).


                                                                                                                                                                                 6.0       6.00

                                                                                                                                                                                                             BOREHOLE BH 09 TERMINATED AT 6.00 m




                                                                                                                                                                                 7.0
                                                                                                                                                                                                                                                                         Weathering Grades                  Samples
                                                                                                                                                  Comments:                                                                                                                    RS - Residual Soil
                                                                                                                                                                                                                                                                           XW - Extremely weathered                U50
                                                                                                                                                  1. Groundwater noted at 1.30m.
                                                                                                                                                                                                                                                                            HW - Highly weathered
                                                                                                                                                                                                                                                                           DW - Distinctly weathered

                                                                                                                                                  2. DCP refusal at 2.78m.                                                                                                 MW - Moderately weathered
                                                                                                                                                                                                                                                                            SW - Slightly weathered                SPT
                                                                                                                                                  3. Hand augered to 0.13m.                                                                                                       FR - Fresh
                                                                                                                                                                                                                                                                           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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