1-22276-01 site plan

                              SOIL SURVEYS ENGINEERING PTY LIMITED                                  HELENSVALE LAB
                              Specialists in Applied Geotechnics                                      GOLD COAST
                              A.B.N. 70 054 043 631                                                    Unit 8, 140 Millaroo Drive
                                                                                                        HELENSVALE QLD 4212
                                                                                                    PH:07 55026795 FAX:0755026724




     www.soilsurveys.com.au                                                                 [email protected]

                              PARTICLE SIZE DISTRIBUTION
Client :                      Belo Developments                                               Report No:               WHL20-0133-S1
Client Address :              C/O 2/19 Finchley Street, Milton, QLD, 4064                     Report Date:               11/03/2020
Project Number :              1-22276                                                         Issue Number:                   1
Project :                     Proposed Service Station Reconstruction                         Page 1 of 1
Location :                    52-54 Mary Street & Weyba Road, Noosaville
                                                          SAMPLE DETAILS:
Sample ID:                                                                        S1
Date Sampled:                                                                25/02/2020
Date Tested:                                                                 28/02/2020
Soil Description:                                                     Sand (SP) Brown, Some Silt
Sampling Method:                                                             As Supplied
Sampled by:                                                                      SSE
Sample Location:                                                                   BH4
Depth (m):                                                                        0.8-1.2
Source:                                                                        Borehole
Material:                                                                      Unknown
Test Methods                                                                 AS1289.3.6.1
                                                           TEST RESULTS:
         Sieve Size(mm)       Passing (%)                100


                                                          90
               75.0
               37.5
                                                          80
               26.5
               19.0
               13.2                                       70
                9.5
                6.7                                       60
                                             % Passing




                4.75
                2.36                                      50
                1.18              100
               0.600              99                      40
               0.425              98
               0.300              92
                                                          30
               0.150              24
               0.075              15
                                                          20


                                                          10


                                                          0
                                                           0.010          0.100             1.000             10.000           100.000
                                                                                     Sieve Size (mm)
Remarks :




                                This document is issued in accordance
                                                                                              APPROVED SIGNATORY
                                with Soil Surveys Engineering quality                         C.Ferguson-Hannah
                               requirements.Accredited for compliance
                                  with ISO/IEC 17025 - Testing.This
                              document shall not be reproduced, except
                                  in full without the approval of Soil
                               Surveys Engineering Pty Limited.Results
                                Only apply to test items in this report
                                                                                              NATA Accred No:15301
END OF DOCUMENT               FORM NUMBER                REP-PSD-06           V2 13/1/20