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PROPOSED SUBDIVISION
41 TALLOWWOOD PLACE, BLACK MOUNTAIN
6.6 Geotechnical Certification of Operational Works ........................................................................................ 19
7.0 WASTEWATER TREATMENT AND DISPOSAL .................................................................................................... 19
7.1 Existing Wastewater Infrastructure ............................................................................................................. 19
7.2 Wastewater Flow Design Allowance ........................................................................................................... 20
7.3 Terrain-Soil Assessment............................................................................................................................. 20
7.4 Recommendations ...................................................................................................................................... 20
7.4.1 System Type ......................................................................................................................................... 20
7.4.2 System Positioning................................................................................................................................ 21
7.4.3 System Construction ............................................................................................................................. 22
7.4.4 Maintenance and Inspection ................................................................................................................. 22
8.0 LIMITATIONS .......................................................................................................................................................... 22
TABLES
Table 1: Stability Risk Levels ............................................................................................................................................ 10
Table 2: Details of Qualitative Risk Assessment for Property (AGS 2007) ....................................................................... 11
Table 3: Retaining wall design parameters ....................................................................................................................... 18
Table 4: Setbacks for subsurface land application area for on-site sewage treatment plant ............................................. 21
Table 5: Setback distances for on-site sewerage facilities (Protection of surface and groundwater) ................................ 21
TEXT FIGURES
Text Figure 1: Proposed subdivision layout, courtesy of Callaghan & Toth ........................................................................ 1
Text Figure 2: 2022 aerial image of the site and immediate surrounds (courtesy Nearmap imagery)................................. 3
Text Figure 3: Westerly view of the proposed development area........................................................................................ 3
Text Figure 4: Oblique drone image of the site looking east ............................................................................................... 4
Text Figure 5: Site plan showing ground surface contours (courtesy Noosa Council ‘Intramaps’) ...................................... 4
Text Figure 6: Views of roadside fill embankments ............................................................................................................. 5
Text Figure 7: Oblique drone image of the proposed development area and rock embankment, looking south-east ......... 6
Text Figure 8: View of the rock fill embankment, looking west ............................................................................................ 6
Text Figure 9: Extract from Gympie Surface Geology Map ................................................................................................. 7
Text Figure 10: Subsurface conditions in test pits TP3 (LHS) and TP2 (RHS).................................................................... 8
Text Figure 11: Extract from NSC landslide hazard overlay mapping ................................................................................. 9
Text Figure 12: Slope/W Analysis Output for residential construction on proposed new lot .............................................. 12
Text Figure 13: Construction exclusion zones and recommended building area, base map courtesy of NC .................... 13
Text Figure 14: Footing depth required to prevent undermining or surcharge loading ...................................................... 17
Text Figure 15: Existing wastewater treatment system (LHS) and inferred application area (RHS).................................. 19
22 May 2023
Report No. 23099-001-Rev0 iv
Document Set ID: 22826802
Version: 1, Version Date: 23/02/2024
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