Engineering Response · MCU23/0094

  Information Required
  35.    The total cut and fill volumes across the site.
  36.    A post development contour plan.
  37.    The height of all proposed retaining walls.
  38.    Confirm if the extent of cut and fill will be assessable per Figure 5.9.1.1 below.
  Note - that Acid Sulfate Soil reporting will be required if earthwork volumes exceed those specified below.




Response

Please refer revised plans attached to include additional information regarding total cut/fill volumes and retaining
wall heights. No earthworks (including pipe trenches) have been proposed below RL5.0m, therefore in accordance
with the State planning policy 2017 and the above extracted image, Acid Sulphate Soil testing and management
are not assessable.

If you require any further information, please do not hesitate to contact our office.

Yours faithfully


        Digitally
        signed by
        S
        Richardson




TOM HARRNGTON – RPEQ 27698
For and on behalf of
SCG CONSULTING ENGINEERS

Enc   SCG Drawings Numbers: 33132 – CS, CN, OW1.1 thru OW2.2, OW3.1.B thru OW4.2.B, OW4.3,
OW4.4.B, OW4.5, OW5.1.A, OW6.1.B, OW6.2.A, SW1.1.B thru SW1.4.B




SCG Consulting Engineers                               Page 5 of 5                                SCG Ref: 33132(L1)