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Landcom Book 4 Maintenance - WSUD

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Water Sensitive Urban Design<br />

Form A – Earthworks and Hydraulic/Functional Structures<br />

Purpose:<br />

3) To ensure bulking out, trimming and profiling is in accordance with design specifications (including<br />

allowance for 300 mm topsoil and a minimum 300 mm of impervious liner where required).<br />

4) To ensure hydraulic structures associated with the wetland are constructed in accordance with the<br />

design specifications.<br />

Checklist:<br />

Items<br />

Checked<br />

Satisfactory<br />

Action/s<br />

(if required)<br />

Actions<br />

addressed<br />

(initial)<br />

Bulking out & hard structures<br />

As constructed survey of basin base and surrounding<br />

bunds, pit crests, inlet and outlet pipes<br />

Set out of wetlands is correct (including inlet<br />

zone, macrophyte zone, high flow bypass)<br />

Base levels are at correct elevation, given the<br />

minimum allowances for topsoil and impervious<br />

liner (where required)<br />

Hold Point - Sign off is required from superintendent and wetland designer before proceeding<br />

Bunds and impervious liner<br />

Laboratory test results of liner material submitted<br />

and adequate<br />

Delivery docket of liner material submitted<br />

and adequate<br />

Delivery docket of liner material supplied<br />

60 <strong>Book</strong> 4 | MAINTENANCE

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