Scg 27099(S) · MCU17/0512

The samples classified on-site were assessed as having negligible plasticity, therefore laboratory testing was
considered unnecessary.

We have assessed the expected differential movement of the soil profiles encountered to be the equivalent of a
site with a Ys of less than 20mm.

Fill, which we have described as uncontrolled was encountered to the following depths and overlays the entire
site.

                                              Test Site 1 - 600 mm

At the time of writing this report we were unable to describe the fill as controlled. This can be revised if
documentation is available indicating that this fill has been compacted and certified in accordance with AS 3798-
2007.

The following foundation material will provide a safe bearing capacity (100 kPa) for buildings within the scope of
AS 2870-2011.

                   FOUNDATION MATERIAL - MEDIUM DENSE SILTY SAND

We strongly recommend that any footing design for this allotment be carried out by a suitably qualified
person in accordance with AS2870-2011.

Where site drainage and landscaping does not conform to the specifications of AS 2870-2011 and CSIRO
Information Service Sheet BTF-18 (2003) damage to the building can be expected. A single copy of this
document is issued with the original issue of this report. Please consult your builder or contact this office
to obtain a copy.

NOTE:    The information contained herein has been compiled following our field and laboratory testing,
         accepted engineering theory and discussions with and information supplied by our client, whom
         is noted on the header page of this report. We offer no warranty for the use of this report by
         other parties without prior written consent from this office.
         The report must be read in conjunction with the attached appendices. If you do not have a copy
         of these please contact our office and a copy can be issued to you.




for and on behalf of:
SCG CONSULTING ENGINEERS




                                                        2
SCGCONSULTING ENGINEE                                                                           SCG Ref: 27099(S)