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Geotechnical Stability Assessment · MCU19/0008
Project No. PG-2096 Page | 10 April 2019 Ref: PG-2096, 2019-02-21, GR VER 2 Andrew and Michelle Douglas – Geotechnical Stability Assessment - Proposed Residence, 22 Arakoon Crescent, Sunshine Beach 10.0 STABILITY EVALUATION 10.1 General The overall stability evaluation of the proposed building site has been carried out on a broadscale basis by visual inspection and from the subsoil information from the boreholes undertaken. No signs of mass/global instability were noted across the proposed development sites during the field assessments. Building Type The proposed structure is to comprise of a rigid/blockwork undercroft structure with lightweight, flexible structure over the remainder of the site. Ground floor construction should be designed as fully suspended. Retaining Walls Structural retaining walls will be required to support the excavations. The walls should be structurally designed in accordance with the recommendations outlined in Section 8.0 of this report. in the fill platform are not recommended for the site. 11.0 RESTRICTIONS/PRECAUTIONS 11.1 General Good hillside engineering construction practice is considered mandatory during development of the site for the proposed new residence. The notes and illustrations attached to this report outline some typical hillside construction guidelines including, earthworks, erosion control and drainage practices for hillside areas which should be taken into account as applicable. Furthermore, in order to ensure long-term stability of the site upon development, the following restrictions/precautions should also be taken into account. 11.2 Construction Recommendations The proposed residence would be suited to a structure either on posts or a slab on ground with a fully suspended floor, where not supported by a structural retention system. This type of construction would reduce the amount of earthworks necessary to prepare a building platform and the extent of retaining systems required across the site of the proposed house. Retaining structures should be designed by an experienced Structural Engineer.
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