Appendix G - Slope Stability Certification Report · MCU25/0022

     10 CONCLUSIONS AND RECOMENDATIONS
     Site stability as assessed on the basis of visual inspection and sub‐surface investigation. No
     evidence of previous movement, seepage or soil creep was observed in the area.
     We consider the site can be developed with a MODERATE RISK of damage to persons or
     property prior to construction of the retaining wall and a LOW RISK of damage to persons
     property once the retaining wall has been constructed in accordance with “Landslip Risk
     Management Concepts and Guidelines” published by The Australian Geomechanics Society
     and recommended building and construction methods as set out in this report.
     Weekly visual inspections of the slope are recommended during construction with additional
     inspections after heavy rain. If any signs of movement i.e. cracking, bulging, spalling etc are
     observed CQA shall be informed immediately and all work in the area suspended until a
     geotechnical inspection can be carried out.
     An inspection and removal of any loose rocks shall be undertaken prior to any workers
     accessing the toe of the slope for construction of the retaining wall or waste collection area.
     All construction should be in accordance with good hillside practice as illustrated in Figure J1
     of Australian Geomechanics Society Sub‐Committee recommendations for Landslide Risk
     Management attached as Appendix D.


     Report Prepared by:




     Phil Band BEng MSc MIEAust CPEng NER AGS RPEQ 23841




193 Sankeys Rd Slope Stability Certification
                                                                                    July 2023

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