Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022

                                                                                                     <J.)Cardn
                                                                                                                        BoWLEI!I
                                                                                                                       Shaping the Future

                                            GENERAL NOTES
                                                                                                                         Cardno Bowler Pty Ltd
                                                                                                                         ABN 74128 B06 735




                                                                                                                         PO Box 253
                                                                                                          April 2005
GENERAL                                                                                                                  1 Fox Road
                                                                                                                         Acacia Ridge Old 4110
This report comprises the results of an investigation carried out for a specific purpose and client as defined           Australia
in the introduction section(s) of the document. The report should not be used by other parties or for other
purposes as it may not contain adequate or appropriate information.                                                      Phone: 61 7 3320 8500
                                                                                                                         Fax:        61 73320 8599
TEST HOLE LOGGING

                                                                                                                         www.cardnobowler.com.au
The information on the Test Hole Logs (Boreholes, Backhoe Pits, Exposures etc.) has been based on a
visual and tactile assessment except at the discrete locations where test information is available (field
                                                                                                                         [email protected]
and/or laboratory results).


Reference should be made to our standard sheets for the definition of our logging procedures (Soil and
                                                                          ’

Rock Descriptions).


GROUNDWATER


Unless otherwise indicated the water levels given          on   the test hole logs are the levels of free water or
seepage in the test hole recorded at the given time of measuring. The actual groundwater level may differ
from this recorded level depending on material permeabilities. Further variations of this level could occur
with time due to such effects as seasonal and tidal fluctuations or construction activities. Final confirmation
of levels can only be made by appropriate instrumentation techniques and programmes.


INTERPRETATION OF RESULTS


The discussion and recommendations contained within this report are normally based on a site evaluation
from discrete test hole data. Generalised or idealised subsurface conditions (including any cross-sections
contained in the report) have been assumed or prepared by interpolation/extrapolation of these data. As
such these conditions are an interpretation and must be considered as a guide only.


CHANGE IN CONDITIONS


Local variations or anomalies in the generalised ground conditions usep for this report can occur,
particularly between discrete test hole locations. Furthermore, certain design or construction. procedures
may have been assumed in assessing the soil structure interaction behaviour of the site.


Any change in design, in construction methods, or in ground conditions as noted during construction, from
those assumed in this report should be referred to this firm for appropriate assessment and comment.


FOUNDATION DEPTH


Where referred to in the report, the recommended depth of any foundation (piles, caissons, footingl?, etc.)
is an engineering estimate of the depth to which they should be constructed. The estimate is influenced
and   perhaps limited by the fieldwork method and testing carried out in connection with the site
investigation, and other pertinent information as has been made available. The depth remains,- however,
.an estimate and therefore liable to variation. Footing drawings, designs and specifications based upon this

report should provide for variations in the final depth depending upon the ground conditions at each point
                                                                    -



of support.


REPRODUCTION OF REPORTS


Where it is desired to reproduce the information contained in this report for the inclusion in ,the contract
documents or engineering specification of the subject development, such reproduction should include at
least all the relevant test hole and test data, together with the appropriate standard description sheets and
remarks made in the written report of a factual or descriptive nature.


This report is the subject of copyright and shall not be reproduced either totally or in             part without the
express permission of this,firm.




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                                                                            .


   .  Sunshine Coast .
                     Geebung     . Ipswich Gold Coast New South Wales
                                         .                              Sydney
                                                                        .       .Newcastle            ^
   .  Coffs Harbour   Victoria. Bendigo.  Dandenong .  Tullamarine.Geelong                           NATA
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