Response to Info Request - Attachment 5 - Geotechnical Report MCU18-0015 & RAL18-0001 · MCU18/0015

COMMENTS:
• Results of the seismic testing generally correlates with the borehole results.
• Inferred very loose or loose sands were typically encountered along the seismic lines to
  depths of about 1 m to 2 m, up to about 3 m in some parts. The seismic testing indicates
  that soil density generally increases with depth.
• Shear-wave velocities corresponding with weathered rock were encountered from about
  12 m BGL along Lines 1 and 2 (proposed Lot 1), and about 17 m depth at the higher
  elevation at Line 3 (proposed Lot 2).




                                                         NOTES:
                                                         Refer to Drawing J000635-002-R-Rev0-Figure 1 for section alignments.
                                                         This document must be read in conjunction with report J000635-002-R-Rev0.
                                               CLIENT                                 PROJECT
                                                          NOVATO GROUP                        27 ATTUNGA HEIGHTS, NOOA HEADS
                                               DRAWN               DATE               TITLE
                                                         BH               8/05/2018
                                               CHECKED             DATE                             SEISMIC (MASW) TESTING
                                                         WM               8/05/2018
                                               SCALE                                  PROJECT No                FIGURE No         REV No
                                                              AS SHOWN                             J000635                  002    0       A3