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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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Hydrology and waterway stability Table 9.4.8.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes Response
Hydrology and waterway stability
PO10 AO10
Development prevents increased bed and bank erosion and The development is designed to: Not applicable as no change to existing flow regimes are
sedimentation in receiving waterways by avoiding changes in low (a) limit the peak 1 year ARI event discharge within the proposed
rate, peak flow run-off and flow duration. receiving waterway to the pre-development peak 1 year
discharge;
(b) maximise pervious areas by using pervious alternatives for
otherwise impervious areas wherever possible;
(c) provide for capture and reuse of stormwater for non-potable
purposes for gardening, toilet flushing, laundry and hot
water supply uses;
(d) incorporate appropriate detention features; and
(e) incorporate natural channel design principles
Editor’s note: The Sustainable Building Design Code includes
requirements for stormwater capture and reuse.
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