Appendix C - Engineering Report

5.0    EARTHWORKS


The subject site currently supports development works with minimal earthworks
required. Minor trimming, filling and excavation works for road construction, drainage,
landscaping and sewer/water reticulation will be undertaken as part of proposed
development works. Suitable building pads are readily achievable within the large building
envelopes provided on each allotment.


An existing dam located within existing Lot 3 on SP320405 and proposed Lot 4 is to be
drained, desilted and filled as part of proposed development works. Consent to undertake
these works has been provided by the adjacent property owner at 5 Triller Court (Lot 3
on SP320405). Refer to Appendix G for signed letter of consent.


Details of proposed earthworks will be provided as part of future Operational Works
applications.




6.0    STORMWATER MANAGEMENT

6.1    Legal Point of Discharge


Engineering Drawing C6361/22/P05 attached as Appendix B indicates the Legal Point of
Discharge (LPOD) and existing/proposed stormwater drainage infrastructure for the
development site.


The site is located on a minor ridge and slopes in a north-easterly and southerly direction
at varying grades of 10-20%. Under existing conditions, stormwater runoff is conveyed
towards the northern and southern boundaries as sheet and well-defined channel flow.


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