220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

LINDSAY CONSULTING PTY LTD                                                              -


STRUCTURAL AND CIVIL ENGINEERS
ACN 079 744 808 ABN 61 478 386 385 GST REGISTERED
AS TRUSTEE FOR THE LINDSAY FAMILY TRUST



                                              SITE CLASSIFICATION REPORT

         JOB NUMBER                           220873
         CLIENT                               PAUL CLOUT DESIGN
         SITE LOCATION                        No. 27 ADAMS STREET, SUNSHINE BEACH
         REPORT DATE                          JULY 2022

1.           INTRODUCTION

             The purpose of this report is to classify the subject allotment in accordance with
             Australian Standard 2870-2011 'Residential Slabs and Footings. From this classification
             a footing system has been recommended for the structure so as to allow adequate
             performance of the footings under the soil conditions determined at the site.

             This report relates exclusively to the proposed residence at subject allotment, as detailed
             on the architectural drawings supplied by the client. This document has been prepared
             for the express purpose stated above. This document does not cover any other elements
             related to construction on the site.


2.           SITE DESCRIPTION

             The subject allotment is a residential lot fronting a sealed road. The site has average
             grass cover with no undergrowth and has scattered small trees present. The site falls
             across and towards the front of the block at approximate slopes of 7-16%.


3.           SOIL PROFILE

             The borelogs carried out at the site, refer attached Site Plan for localities, indicate that
             the soil profile consists of silty sand overlying sand.


             Whilst every effort has been made to ensure that the borelogs carried out at the subject
             allotment are indicative of the soil profile over the site any discrepancy between the
             profile detailed in the borelogs and that observed during construction shall be referred
             to the Consulting engineer for immediate attention.


4.           MATERIALS LABORATORY TEST RESULTS

             Determination of the classification for the site in this situation is based upon test results
             from Dynamic Cone Penetrometer testing performed over the site and textural
             classification of the soil.




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