Reference Document - Slope Stability Certification Report (As Published) · MCU25/0022

                  LIMITATIONS
                  Civil Quality Assurance (CQA) has prepared this report for the express and exclusive use
                  by the client. The report should not be used or relied upon for other projects or purposes on
                  the same or and other sites or by a third party. Any persons or party so relying upon this
                  report beyond the exclusive use and purpose stated above, and without the express written
                  consent of CQA, does so entirely at their own risk and without recourse to CQA for any
                  loss or damage. In preparing this report CQA has necessarily relied upon information
                  provided by the client and their associated agents.
                  The results provided in the report are indicative of the sub-surface conditions on the site
                  only at the specific sampling and/or test locations and only to the depths investigated and
                  at the time the investigation/work was carried out. Sub-surface conditions can change
                  abruptly due to variable geological processes and the result of human influences. Such
                  changes may occur after CQA has completed field testing.
                  CQA advice is based upon the conditions encountered during the investigation. The
                  accuracy of the advice provided by CQA in this report may be affected by undetected
                  variations in ground conditions across the site between and beyond the sampling and or
                  testing locations. The advice may also be limited by budget constraints imposed by others
                  or by site accessibility. Tests and sampling results relate only to the items tested or
                  sampled. Results applied to the samples received/tested and any abnormalities may
                  contribute to the report being compromised.
                  The assessment of atypical safety hazards arising from this this advice is restricted to the
                  geotechnical components set out in the report and based on known project conditions and
                  stated design advice and assumptions. While some recommendations for safety controls
                  may be provided, detailed safety in design assessment is outside the current scope of this
                  report and requires additional project data and assessment.
                  This report must be read in conjunction with all of the attached and should be kept in its
                  entirety without separation of individual pages or sections. CQA can not be held
                  responsible for interpretations or conclusions made by others unless they are supported by
                  the express statement, interpretation, outcome or conclusion stated in the report.
                  The report or sections from this report, shall not be used as part of a specification for a
                  project, without review and agreement of CQA. This is because this report has been written
                  as advice and opinion rather than detailed instructions for construction.




                  193 Sankeys Rd Slope Stability Certification
                                                                                                July 2023

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Document Set ID: 24390814
                  23591413
Version: 1, Version Date: 18/12/2025
                          28/02/2025