1-22276-01 site plan

Project No. 1
            1-22276                                                                                                                    Page | 10
February, 20
           020
Ref: 1-22276,
           6, 2020-02-28, BR VE
                              ER 2
Wessel Petrooleum Pty Ltd – GE
                             EOTECHNICAL INVE
                                            ESTIGATION - Propo
                                                             osed Service Statio
                                                                               on Reconstruction, 52-54 Mary Street aand Weyba Road,
Noosaville




TABLE
    E 1C     QUAANTITATIV VE TEST RE   ESULTS
                   Depth Range
                           R                                                                                                    Nett Acidity
 Borehhole No.                         T
                                       TAA (mol. H+/t)         SC
                                                                Cr (mol. H+//t)
                        (m
                         m)                                                                                                     (mool. H+/t)
                    0.11 – 0.70              1 – 10                    3                                                          3 – 12
                    1.00 – 1.20                31                      2                                                             33
       1
                    1.50 – 3.75               1-12                 3 – 103                                                        4 – 115
                    4.00 – 4.25                 4                     32                                                             36
                     0.00 – 1.00            13 – 255                 3.7                                                          20 – 28
       6             1.75 – 3.00             5 – 28               74 – 103                                                       102 – 108
                     4.25 – 4.50              1–5                  33 - 34                                                        34
                                                                                                                                  3 - 39
Where:
   Depths in metres
               m       below surface leevel at datee of drilling
   TAA = Titraatable Actuaal Acidity
   SCr = Chro omium Redu  ucable Sulfa ar
   All S-NAS (Retained
               (          Acidity)
                          A            ults not appropriate
                                    resu


5.0 G
    GEOTECHN
           NICAL MO
                  ODEL

    5.1 Subsurfac
                ce Profile
The boreholes were positione ed in existin
                                         ng pavemen
                                                  nt areas (BH’s 1, 2, 3,, 5, 7, 8 and 9) and in
                                                                                               n
garden beds (BH’ss 4 and 6). Refer
                             R     to Pla
                                        ate 3.




                                                                    PLATE 3




                                                                                                             SO
                                                                                                              OIL SUR
                                                                                                                    RVEYS