Skip to the record
Every meeting, every word.

Council archive · source document

Attachment 2- soil stability report · MCU14/0017

Attached to the e-mail MCU14/0017 Detached house 26/512 David Low Way Copeland.

of 18

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

Check the original when the exact wording matters.

                                                                                                                                                                                Report No. 13N 682




                                                                           TABLE OF CONTENTS

1.     INTRODUCTION ..................................................................................................................... 3
     1.1   Details of the Proposed Development ............................................................................... 3

     1.2           Scope of Investigation ...................................................................................................... 4

     1.2           Qualifications of Responsible Person................................................................................ 4

2.       EXISTING CONDITIONS ..................................................................................................... 5
     2.1  Local Geology................................................................................................................... 5

     2.2           Topography ...................................................................................................................... 6

     2.3           Vegetation ........................................................................................................................ 6

     2.4           Groundwater ..................................................................................................................... 6

     2.5           Drainage & Erosion........................................................................................................... 6

     2.6           Existing Structures ............................................................................................................ 6

3.       GEOTECHNICAL RECOMMENDATIONS FOR CONSTRUCTION ..................................... 7
     3.1  Earthworks........................................................................................................................ 7

     3.2           Drainage ........................................................................................................................... 8

     3.3           Groundwater ..................................................................................................................... 9

     3.4           Footing Design ................................................................................................................. 9

     The above should also be considered should future excavation be required on adjacent sites to
     facilitate construction. ................................................................................................................ 10

4.     ASSESSMENT OF EXISTING SLOPE CONDITION ............................................................. 11
     4.1  Slope Stability Assessment............................................................................................. 11

5.       CONCLUSIONS .................................................................................................................... 12
6.       IMPORTANT NOTES ABOUT THIS REPORT ...................................................................... 13

Table of Figures
Figure 1 – Aerial Photograph of Lot 26 Noosa Dunes Court, Castaway’s Beach - Sunshine Coast Council Mapping System ‘My
Maps’..................................................................................................................................................................................................................3


List of Tables
Table 1 - Summary of Borehole Logs & Interpreted Conditions from Dynamic Cone Penetrometer Testing ....................................5
Table 2 - Estimated Design Parameters for Bored Piles ............................................................................................................................9
Table 3 – Risk Level Implications ................................................................................................................................................................11
Table 4 – Qualitative Risk Assessment for Property ................................................................................................................................12




                                                                                                                                                                                                                     2

Used in these records

About this file

File size
556 KB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Attachment 2- soil stability report.pdf · 556 KB (small file)

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”.