Slope Stability Report

                   THE ONLY NAME IN SOILS
                                                                       QBCC Licence No. 1018403
                                                                       PH: 07 54 740 900
                                                                       3/53 Gateway Drive, Noosaville 4566
                                                                       Email: [email protected]

 JOB NUMBER          21/0302    SITE CLASSIFICATION REPORT
 CLIENT              R. & A. FEWTRELL.
 SITE                PROPOSED EXTENSION TO EXISTING RESIDENCE.
 LOCATION            109 COOYAR STREET, NOOSA HEADS.
 REPORT DATE         22/03/2021

   1. INTRODUCTION
      The purpose of this report is to classify the subject allotment in accordance with Australian
      Standard 2870 - 2011 'Residential Slabs and Footings'. From this classification, a footing
      system can be recommended for the structure so as to allow adequate performance of the
      footings under the soil conditions determined at the site.
      Trees: There are several medium sized trees adjacent to the proposed site. Global
      Testing recommends an experienced arborist be commissioned to quantify the existing
      size, location, predicted maximum height and type of these trees to aid in the design
      process. It is the responsibility of the designing engineer to apply the principals of
      AS2870-2011 Appendix H "Guide to Design of Footings for Trees". The classification
      herein excludes the effect of trees on the site.

   2. SITE DESCRIPTION
       Type of Allotment                                                  Residential
       Vegetation (Building Envelope)                                  Pavers & grassed
       Vegetation (Allotment)                              Grassed/ Scattered undergrowth/ Scattered
                                                                  medium sized mature trees
        Road Status                                                         Sealed
        Slope                                                                Level
        Surface Water will Drain Towards                              Surrounding Areas
        Will Surface Water from adjoining                                     No
        allotments traverse this site?
        Does the site have any watercourses                                      No
        Surrounding Allotments
                                                 Left                   Existing Residence
                                                Right                   Existing Residence
                                                Rear                    Existing Residence
        Depth to Weathered Rock                                                 N/a
        Depth to Water Table                                                    N/a

   3. SITE CLASSIFICATION AND TARGET STRATA
      Based on the findings of the site investigation, the classification of the site is considered to
      conform to:
                             CLASS “ P ” (Due to poor bearing capacity-
                                       See Target Stratum).
                       PLEASE NOTE: If not for the poor bearing capacity encountered, this site would
                                        have the characteristics of an “S” Site.

       in accordance with Australian Standard 2870 - 2011, 'Residential Slabs and Footings,
       Construction'.

Page | 1 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
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