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OPW052025 Report - Part 2
Attached to the e-mail Operational Works Application OPW25/0093 - OPW Report Part 2 _May 2025 - 146 Middle Creek Road_ Federal - Email 2 of 2.
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9.4.8 Water Quality and Drainage Code
Stormwater drainage design Table 9.4.8.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes Response
Stormwater drainage design
PO1 AO1 The proposed driveway follows an existing track located through
The development and its stormwater management system is A stormwater management plan is prepared consistent the allotment and all existing stormwater flow regimes will
planned and designed having regard to: with PSP6 Engineering Design Standards - Roads, drainage remain in place.
(a) the natural features of the site; and earthworks. Performance Outcome PO1 and Acceptable Outcome AO1 can
be met.
(b) the need to avoid impacts and potential risks to ecologically
important areas;
(c) the likely effectiveness of erosion and sediment control and
stormwater drainage measures during rainfall events
during and post construction; and
(d) the need to protect environmental values and water quality
of receiving waters both during and post construction.
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