Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

Appendix B - Global Stability Assessment Report

Attached to the e-mail Operational Works Application - DA Form 1 - Town Planning Report - Global Stability Assessment Report - Earthworks Compaction Report - Erosion and Sediment Control Plan - 36 Tunba Court Cooroy Mountain.

of 58

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (10.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

                                                   -6-
                                                                                      Job No: ML21/188


6.0     LIMITATIONS

This Report has been prepared by Morrison Geotechnic Pty Ltd (Morrison Geotechnic), and may
include contributions from Morrison Geotechnic’s officers and employees, sub-contractors, sub-
consultants or agents (Contributors).

This Report is for the sole benefit and use of Geoff Hussin (Client) for the sole purpose of providing
geotechnical advice and recommendations in respect of the foundation for the Proposed shed, 36
Tunba Court, Mount Cooroy (The Site). The Report is only intended to address those issues expressly
described in the scope of work in the Proposal Letter and this Report.

This Report should not be used or relied upon for any other purpose without Morrison Geotechnic’s
prior written consent. Morrison Geotechnic and the Contributors do not accept any responsibility or
liability in any way whatsoever for the use or reliance of this Report by anyone other than the Client or
by anyone for any purpose other than that for which it has been prepared.

Except with Morrison Geotechnic’s prior written consent, this report may not be:

(a)     released to any other party, whether in whole or in part (other than to the Client’s officers,
        employees and advisers);
(b)     used or relied upon by any other party; or

(c)     filed with any Governmental agency or other person or quoted or referred to in any public
        document.

Morrison Geotechnic and the Contributors, do not accept any liability or responsibility whatsoever for,
or in respect of, any use or reliance upon this Report by any third party. Morrison Geotechnic is not
obliged to enter into discussions with any third party in respect of this Report.

The information (including technical information and information obtained through discussions) on
which this report is based has been provided by the Client and third parties. Morrison Geotechnic and
the Contributors:

(a)     have relied upon and presumed the accuracy of this information;
(b)     have not verified the accuracy or reliability of this information (other than as expressly stated
        in this Report);
(c)     have not made any independent investigations or enquiries in respect of those matters of which
        it has no actual knowledge at the time of giving this Report to the Client; and
(d)     make no warranty or guarantee, expressed or implied, as to the accuracy or reliability of this
        information.

Morrison Geotechnic and the Contributors do not accept responsibility or liability for any incorrect
assumptions related to this Report. For the avoidance of doubt, this Report:

(a)     cannot predict the ground conditions encountered at any untested location because the ground
        conditions surrounding a test sampling location (or between any two test sampling locations)
        may be different from the test samples we have obtained;
(b)     is not an environmental, contamination or hazardous materials assessment; may be
        invalid, incomplete or inaccurate (including errors in the scope of work, investigation
        methodology, observations, opinions and advice) where the information provided to Morrison
        Geotechnic was invalid, incomplete or inaccurate;
(c)     is limited to observations of those parts of the site that were accessible at the time of the field
        investigation and is not based on observations about areas of the site which were inaccessible
        to the investigation equipment (including slopes, heavily vegetated areas or service corridors);


3332 – Geoff Hussin                                                             MORRISON GEOTECHNIC
Tunba Court - Cooroy Mtn
Log in to download the original file

Appendix B - Global Stability Assessment Report.pdf · 10.3 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.