RFI - Appendix 6 - Ground Water Response · MCU19/0117

                  THE ONLY NAME IN SOILS




SOIL PROFILE REPORT
CLIENT:           Mark Bain Constructions.                   AUTHORIZED BY:       Mark Bain Constructions.
PROJECT:          90 Beach Rd,                               DATE TESTED:         04/09/18
                  Noosa North Shore.                         JOB NO:              18/0895


                            Drilling Method: Jacro 105 100mm                                Borehole No:
                                                                                                 BH6
 Depth (mm)                              Description                        PENET.          Permeability
                                                                           (blows per        Test Result
                                                                            100mm)
                                                                       1      2    3    4
                                                                                                (m/d)
                                                                                               (Ksat)
       0            SILTY SAND (SM)- Fine to coarse, brown,
                    moist, medium-dense.
                    (Category 2, Structureless)
      100
      200
      300
      400                                                                                       2.20
      500
      600
      700
      800
      900
     1000
     1100           CLAYEY SAND (SC)- Fine to coarse, brown,
                    moist, medium-dense.
                    (Category 4, Weakly Structured)
     1200
     1300
     1400
     1500
     1600           SANDY CLAY (CH)- High plasticity,
                    red/brown, fine to coarse sand, moist, stiff.
                    (Category 5, Moderately Structured)
     1700
     1800
     1900
     2000           Hole Terminated.
     2100
     2200
     2300
     2400
     2500
Borelogging in accordance with AS1726-1993 Site Investigation Code