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Compiled Reference Documents - MCU20/0084.01 (As Published)
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ABN: 26 602 913 673
E: [email protected]
P: (07) 5568 0180
A: 1/9 Greg Chappell Drive,
Burleigh Heads, QLD, 4220
protestengineering.com
Viktoria Dioszegi Project Number: PTP/12376
328 Upper Pinbarren Creek Road, Letter Number: PTP/12376 – 0001 – Rev0
Pinbarren, QLD 4568 Project Name: Tiny House – 328 Upper Pinbarren
Creek Rd – Landslide Risk
Assessment
Email: [email protected]
Landslide Susceptibility Assessment
Short-Term Accommodation
328 Upper Pinbarren Creek Road, Pinbarren, QLD
Introduction
This report presents the results of the landslide risk assessment carried out by Protest Engineering (Protest) for
the existing short-term accommodation at 328 Upper Pinbarren Creek Road, Pinbarren. This assessment was
commissioned by Viktoria Dioszegi (The Client).
It is understood that the existing short-term accommodation’s BLE (Building Location Envelope) requires a
Landside Susceptibility Assessment under Noosa Shire Council legislation. This report presents the findings of
the desktop study, fieldwork, and landslide frequency analysis.
Scope and Method of Assessment
The aim of this report is to assess the potential risk of slope instability or landslide risk for the existing short-
term accommodation BLE situated near the southern extent of the property.
The methodology adopted by Protest to assess the landslide risk for this site was based on the following:
• Guidelines developed by the Australian Geomechanics Society (AGS), Landslide Risk Management,
volume 42 No.1, March 2007.
• Landslide Frequency Assessment in accordance with the report ‘’A Method of Zoning Landslide Hazards”,
prepared by MacGregor and Taylor 2001.
• A review of existing Hazard mapping, aerial photos, and various published information to assist in
identifying past activity.
• A review of previously conducted Landslide Risk Assessment (PTP/03499 - 0001), performed by Protest
on 13 July 2019.
• One (1) Borehole, nominated BH 1 drilled to a depth of 0.5 m using a hand-auger, and four (4) Dynamic
Cone Penetrometer (DCP) tests, nominated DCP 1 – 4. These were undertaken at Protest nominated
locations, presented in Drawing 3.
• A walkover inspection by an experienced geotechnical engineer to assess for any signs of slope instability
and to assess the ground slope/s and general site conditions.
NOOSA COUNCIL
REFERENCE DOCUMENT
MCU20/0084.01 26 MAY 2025
Gold Coast | Sunshine Coast | Melbourne | Emerald
PTP/12376 328 Upper Pinbarren Creek Road, Pinbarren 11 August 2023
Document Set ID: 22574699
Version: 1, Version Date: 07/09/2023
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