210055 - 327 Kinmond Creek Road, COOTHARABA - Site Classification Report

                                             LIMITATIONS

       Recommendations given in this report are based on the information supplied by the client
       regarding the proposed building construction in conjunction with the findings of the
       investigation. Any change in construction type, building location or omission in the client
       supplied information, may require additional testing and/or make the recommendations
       invalid.

       The recommendations herein identify a target soil stratum into which the footings are to be
       founded. The target stratum has been located by the depth in mm of the target stratum's upper
       horizon boundary below the existing ground surface level at the time of the site investigation.
       Any cutting or filling works and any surface erosion or deposits subsequent to the site
       investigation, will alter the measured location of the stratum relative to the surface. Where
       required, the author should be notified in such cases to confirm the location of the target
       stratum.

       The description of the soil given in the Soil Profile section of this report is intended as a brief
       overview of the soil's primary constituents. For a detailed classification of the soil, the reader
       should refer to the Soil Profile Reports and/or Borehole Reports attached to this report.

       Every reasonable effort has been made to locate the test sites so that the borehole profiles are
       representative of the soil conditions within the area investigated. The client should be made
       aware however, that exploration is limited by time available and economic restraints. In some
       cases, soil conditions can change dramatically over short distances, therefore, even careful
       exploration programs may not locate all the variations.

       If soil conditions different from those shown in this report are encountered or are inferred
       from other sources, then the author must be notified immediately.

       This report may not be reproduced except in full. The information and drawings provided
       with this report shall only be used and will only be applicable for the development shown on
       the client supplied information provided for this site.

       Any dimensions, contours, slope directions and magnitudes shown on the Test Locality Plan
       shall not be used for any building construction or costing calculations. The purpose of the
       plan is to show approximate location of field tests only.

       Any changes made to these recommendations by persons unauthorised by the author will
       legally be interpreted as that person assuming the responsibility for the long-term
       performance of the footing system.

       The recommendations contained in this report have not taken into consideration the long-term
       effects of any previous, current or potential subsurface work by mining companies or
       potential slope instability problems. At the time of writing this report neither our client (nor
       his agent) nor the local authority had made the author aware that these problems may be
       affecting this allotment. If a mining subsidence or slope stability assessment is required for
       this allotment, the recommendations of a suitably qualified geotechnical engineer should be
       sought.




Page | 3 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
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