Attachment C - SCG Soil test and Footing report

Pad Footing Details

All pad footings must be founded to the depth nominated on the structural plans. Where this depth is not 300mm
into the NATURAL MEDIUM DENSE SILTY SAND they must be deepened down to this level.

Where unexcavatable rock is encountered at depths shallower than the recommended foundation level, this
foundation depth may be reduced providing a minimum concrete depth of 300mm is maintained and the pad is
founded entirely on un-weathered or un-disturbed rock. Starter bars for columns that are supported by the pad
footings shall be grouted 300 into the unexcavatable rock.


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.




Sean Richardson – RPEQ 5835
For and on behalf
SCG CONSULTING ENGINEERS




     SCG Consulting Engineers                            5                                  SCG Ref: 30315(S)