Approved Plans & Compiled Reference Documents - MCU19 0008.02 · MCU19/0008.02

 Project No. PG-2096                                                                                                    Page | 2
 March 2023
 Ref: PG-2096, 2022-11-03, GR VER 3
 Keith & Jeannette Ince – Geotechnical Stability Assessment - Proposed Residence, 22 Arakoon Crescent, Sunshine Beach




As part of the development, an onsite efficient disposal infiltration system is proposed
as indicated in Figure 1.

                                                                 FIGURE 1




2.0 METHODOLOGY

The geotechnical investigation comprised the drilling and sampling of 3 boreholes to
depths of between 1.0m and 1.5m (drilling refusal), using hand-held auger equipment,
and drilling and sampling 1 borehole to a depth of 6.0m using a 4WD mounted
Compac 018 drilling rig. Dynamic Cone Penetrometer (DCP) testing was conducted
adjacent to the boreholes and at two additional locations.

The soil classification descriptions and field tests were carried out in general
accordance with Australian Standards.

           AS 1726                             Geotechnical Site Investigations

           AS 1289                             Methods of Testing Soils for Engineering Purposes