Reference Document - MCU24/0002 [As Published]

                              www.awgeotechnics.com.au



                                                                          SITE SPECIFIC FEATURES

                              Site Features:                                   Existing Dwelling with grass & trees Vacant &Grass
                              Site Drainage:                                   Good (At time of testing) Poor to Fair
                              Ground Slope                                     Steep
                              Proposed Earthworks:                             Existing Building Platform 50 / 50 Cut Fill
                              Iss Value:                                       Iss = 1.7%@ Ips < %
                              ys :                                             41 - 60 mm
                              Hs:                                              1800 mm or Rock1800mm or Rock
                              Water Table/Seepage:                             Not present
                              Fill:                                            No Yes ( )
                              Rock:                                            Yes (Varies) Yes (TS1
                              Slope Instability Assessment:                    Not commissioned


                                                                   ALLOWABLE BEARING PRESSURE


                            See Borelogs



                                            DESIGN GUIDE FOR BUILDER ESTIMATION PURPOSES ONLY*

                                 Design Slab Class*:                         Class H1Class
                                 Piering Required:                           Yes
                                                                             Reason: Trees / Slope / Low Bearing
                                 Piers (Min depth):**                        Min 500 into Rock
                                                                             Tree Piers as required
                                                                             Service / Tree Piers if required
                                 Plumbing Requirements:                      Articulated / Flexible Joints: Yes



                                 Please note that should additional information become available that was not supplied or known at the time of our testing, we
                                 reserve the right to revise this report without penalty.
                                 *For the purposes of this report, this is an estimation only and is subject to change on review of a qualified structural engineer
                                 based on the information contained within this report.
                                 ** Embedment indicative only. Design engineering to determine final embedment depth or socket based upon required loads and
                                 style of pier. ± Predicted cut/fill depths




                            AWT 77775 Site Classification Report
                                                                                                                                                        Page 2 of 17


Document Set ID: 22750694
Version: 1, Version Date: 03/01/2024