Effluent Disposal Report

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 SOIL PROFILE REPORT
 CLIENT:        Sonja Glinster.                AUTHORISED          Sonja Glinster.
                                               BY:
 PROJECT:       36 RIVER PARK DRIVE,           DATE TESTED:        28/02/2022
                RINGTAIL CREEK.                JOB NO:             21-1559




                    Drilling Method: Jacro 105 100mm.                                    Borehole
                                                                                           No.6
    Depth        Description                                       PENET.               Est. Bearing
                                                                (blows per 100mm)
    (mm)                                                                                 Capacity
                                                               1      2      3      4       (kPa)
       0         SANDY CLAY (CI)-Medium plasticity,
                 grey, fine to coarse sand, moist, stiff.
      100
      200
      300
      400
      500
      600        SANDY CLAY (CH)-High plasticity, pale
                 grey, fine to coarse sand, moist, stiff.
     700
     800
     900
     1000
     1100
     1200
     1300
     1400
     1500
     1600
     1700
     1800
     1900
     2000        Hole Terminated.
     2100
     2200
     2300
     2400
     2500




Page | 7 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21-1559