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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 HAND AUGER RECORD SHEET
                                                                                                                                                                                       Specialist in Applied Geotechnics
                                                                                                                                                                                       PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                      Location Number: HA 02
                                                                                                                                                                                       +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: 511294                       Northing: 7079959             RL: 21.7 m                  Client: Sam Hopper
                                                                                                                                                      Logger: RH                       Operator: RH               Machine:    Hand Auger              Date: 05/03/2018                     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             FILL Silty SAND (SM) Very loose, fine to coarse grained,
                                                                                                                                                                                                            dark brown, trace of fine to coarse sized gravel, with
                                                                                                                                                                                           0.30             organics, moist.
                                                                                                                                                                                                            FILL Silty SAND (SM) Loose, fine to coarse grained, dark
                                                                                                                                                                                           0.60             brown, trace of fine to coarse sized gravel, moist.
                                                                                                                                                                                                            FILL Silty SAND (SM) Medium dense, fine to coarse
                                                                                                                                                                                                            grained, dark brown mottled light grey, with fine to coarse
                                                                                                                                                                                                            sized gravel, moist.
                                                                                                                                                                                 1.0
                                                                                                                                                                                                             HAND AUGER HA 02 TERMINATED AT 0.60 m




                                                                                                                                                                                 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. Groundwater not encountered.
                                                                                                                                                                                                                                                                             HW - Highly weathered
                                                                                                                                                                                                                                                                            DW - Distinctly weathered

                                                                                                                                                  2. DCP refusal at 6.19m.                                                                                                  MW - Moderately weathered
                                                                                                                                                                                                                                                                             SW - Slightly weathered                SPT
                                                                                                                                                  3. Hand auger refusal at 0.60m.                                                                                                  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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