Town Planning Assessment Report (3) · MCU26/0012

3.4 EARTHWORKS / SLOPE STABILITY

Engineering Plans have been prepared which details the proposed earthworks associated with the
proposed development. The proposal is supported by the attached Slope Stability Assessment, which
confirms low risk of slope instability. Refer to documentation for finer details.

3.5 INFRASTRUCTURE AND SERVICES

Waste collection will be provided as per previous arrangements.      The site can be connected to
electrical and telecommunications.

Water tanks will be required to service the development, and can be conditioned.

A Site and Soil Evaluation Report has been prepared by Australian Soil Investigations. An Advanced
Secondary Wastewater Treatment System is proposed for treatment of effluent. A pressurised
sub-surface reticulated irrigation system is proposed for disposal of the treated effluent within the
nominated Land Application Area (LAA). The LAA has an area of 320m2, and is located to the north of
the proposed gym. Refer to report for details.




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