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RFI - 21327-001-Rev0 Plover St
PROPOSED RESIDENCE
34 PLOVER STREET, PEREGIAN BEACH
TABLES
Table 1: Summary of Subsurface Profiles ........................................................................................................................... 4
Table 2: Stability Risk Levels .............................................................................................................................................. 6
Table 3: Details of Qualitative Risk Assessment for Property (AGS 2007) ......................................................................... 7
Table 4: Retaining Structure Design Parameters .............................................................................................................. 13
TEXT FIGURES
Text Figure 1: Layout plan (upper) and a cross-sectional view (lower) of proposed development, courtesy of
Sparks ................................................................................................................................................................ 1
Text Figure 2: 2021 aerial image of the site and immediate surrounds (courtesy Nearmap imagery)................................. 2
Text Figure 3: Panoramic view of the site looking south from northern boundary ............................................................... 3
Text Figure 4: View of the site looking west (LHS) and minor cracking and shallow depressions in Plover Street
(RHS) ................................................................................................................................................................. 3
Text Figure 5: Site plan showing ground surface contours (courtesy Noosa Council ‘Intramaps’) ...................................... 3
Text Figure 6: Extract of Gympie Special 1:100,000 Geology Map ..................................................................................... 4
Text Figure 7: Extract from NSC landslide hazard overlay mapping ................................................................................... 5
Text Figure 8: Slope/W output for long term conditions...................................................................................................... 8
Text Figure 9: Footing depth required to prevent undermining......................................................................................... 12
FIGURES
Figure 1: Site Plan
APPENDICES
APPENDIX A
Borehole & DCP Reports & Explanatory Notes
APPENDIX B
AGS Guidelines - Qualitative Terminology for Use in Assessing Risk to Property
Some Guidelines for Hillside Construction
APPENDIX C
Limitations
10 September 2021
Report No. 21327-001-Rev0 iv
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