Appendix C - Engineering Report

9.0    CONCLUSION


The proposed residential subdivision at 7 Triller Court, Pomona may be readily serviced
by infrastructure available within or near the subject site.


Minor filling and excavation will be undertaken to provide suitable access road grades,
services and drainage infrastructure.


The proposed allotments shall be provided with adequate freeboard to the existing 1%
AEP flood event. Given the small scale of the development and in accordance with State
Planning Policy guidelines, stormwater quality management is not required for the site.
Stormwater runoff is directed to existing well-defined overland flow paths. No adverse
impacts will result from proposed development works, therefore peak flow management
is not required.


The development will be serviced by a combination of low-pressure rising mains and
gravity sewer mains with connection to the existing sewer reticulation to the east of the
site. Connection to existing water services can be readily achieved.


There are no constraints or impediments to the proposed residential development that
cannot be overcome by suitable engineering design and best practice construction
methods.




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