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Attachment C - Soil Survey Report · MCU18/0013

Attached to the e-mail Response to info request part 1- MCU18/0013.

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                                                                                                                                                                                       Soil Surveys Engineering Pty. Limited                                 BOREHOLE RECORD SHEET
                                                                                                                                                                                       Specialist in Applied Geotechnics
                                                                                                                                                                                       PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                     Location Number: PO5
                                                                                                                                                                                       +61 7 3369 6000
                                                                                                                                                                                       [email protected]
                                                                                                                                                                                                                                                     Project Number: 1-20119
                                                                                                                                                                                       www.soilsurveys.com.au                                        Project Name: Proposed Residence
                                                                                                                                                                                                                                                     Location: 24 Arakon Crescent, Sunshine Beach
                                                                                                                                                      Easting: 511300                       Northing: 7079964             RL: 20.7 m                 Client: Sam Hopper
                                                                                                                                                      Logger: RH                       Operator: RH               Machine:   Hand Auger              Date: 05/03/2018                     Page: 1 OF 1
                                                                                                                                                 Drilling Method
                                                                                                                                                                                                  Graphic
                                                                                                                                                                                                                                                                                                                 Samples and
                                                                                                                                                                                   Depth                                                       Description
                                                                                                                                                                        Casing
                                                                                                                                                                 NMLC




                                                                                                                                                                                                                                                                                                                  Remarks
                                                                                                                                                      WB
                                                                                                                                                            RR
                                                                                                                                                 TC




                                                                                                                                                                                                            FILL Silty SAND (SM) Very loose to loose, fine to coarse grained, dark brown
                                                                                                                                                                                                            mottled light grey, trace of fine to coarse sized gravel, moist.

                                                                                                                                                                                           0.50
                                                                                                                                                                                                             BOREHOLE PO5 TERMINATED AT 0.50 m


                                                                                                                                                                                 1.0




                                                                                                                                                                                 2.0




                                                                                                                                                                                 3.0
SOIL SURVEYS 2.00 LIB 2017-07-13.GLB Log SOIL_SURVEY_AUGER_LOG2 1-20119 GINT.GPJ <<DrawingFile>> 28/03/2018 08:57 10.0.000 Developed by Datgel




                                                                                                                                                                                 4.0




                                                                                                                                                                                 5.0




                                                                                                                                                                                 6.0




                                                                                                                                                                                 7.0
                                                                                                                                                                                                                                                                     Weathering Grades             Samples
                                                                                                                                                  Comments:                                                                                                                RS - Residual Soil
                                                                                                                                                                                                                                                                       XW - Extremely weathered         U50
                                                                                                                                                  1. Constant hard soil permeability.
                                                                                                                                                                                                                                                                        HW - Highly weathered
                                                                                                                                                                                                                                                                       DW - Distinctly weathered

                                                                                                                                                  2. Hole diameter 100mm.                                                                                              MW - Moderately weathered
                                                                                                                                                                                                                                                                        SW - Slightly weathered        SPT
                                                                                                                                                  3. Water depth 350mm.                                                                                                       FR - Fresh
                                                                                                                                                                                                                                                                       Rock Strength               Disturbed
                                                                                                                                                  4. RLs estimated from provided survey.                                                                                  RS - Residual Soil
                                                                                                                                                                                                                                                                            VL - Very low           Sample
                                                                                                                                                                                                                                                                               L - Low
                                                                                                                                                                                                                                                                             M - Medium               Bulk     Approved: NTP
                                                                                                                                                                                                                                                                               H - High
                                                                                                                                                                                                                                                                                                    Sample
                                                                                                                                                           Water First Noted            Water Steady Level                                                                 VH - Very high
                                                                                                                                                                                                                                                                         EH - Extremely high                   Date:     27/03/2018

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