Appendix B - Geotechnical Assessment · OPW23/0179

 Project No. PG-10375                                                                               Page | 13
 June 2023
 Ref: PG-10375, 2023-06-09, LTR VER 1
 Michael Cullen – Geotechnical Investigation - Proposed Residence, 128 Gympie Terrace, Noosaville




     •     Footings should be poured immediately after excavation. If footings cannot
           be poured on the same day as excavation, a blinding layer of 50mm thickness
           is recommended.

16.0 LIMITATIONS

We have prepared this report for the Proposed Residence at 128 Gympie Terrace,
Noosaville. The report is provided for the exclusive use of Michael Cullen, for this
project only and for the purposes outlined in the report. It should not be used by, or
relied upon, for other projects on the same or different sites or by a third party. In
preparing this report, we have relied upon information provided by the client or their
agents.

The results are indicative of the subsurface conditions on site only at the specific
testing locations. Subsurface conditions can change between test locations and the
design and construction should take the spacing of the testing and testing methods
adopted and the potential for variation between the test locations.

It is recommended that Pacific Geotech be engaged to provide advice and ensure
the development is undertaken in accordance with the assumptions made in writing
this report.

This is not to reduce the level of responsibility accepted by Pacific Geotech, but rather
to ensure that the parties who may rely on the information contained in this report are
aware of the responsibilities they assume in doing so.

Yours faithfully,



J. DALY (RPEQ 14293)

For and on behalf of
PACIFIC GEOTECH PTY LTD