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OPW20.0191 NC IR response
Attached to the e-mail OPW20/0191 - Response to Information Request - 707 Kinmond Creek Rd.
Engineering Response to Item 1
PO14 of the Water Quality and Drainage Code and demonstration how the proposed
works are compliant with this portion of the code is shown in Table 1 below.
Performance Acceptable Outcomes Demonstrated
Outcomes Compliance with PO14
Construction and AO14.1
establishment of The Erosion and Sediment Control
stormwater AO14.1 Plans have been updated. The
management An erosion and sediment control plan prepared in updated plan has been generally
systems accordance with the International Erosion Control designed in accordance with the
PO14 Association Best Practice Books demonstrates that International Erosion Control
Construction the capture and release of stormwater achieves the Association and in accordance
methods provide design objectives listed in Table A: Construction with the SPP Appendix 2. A copy
for appropriate phase – stormwater management design objectives of the updated plans are attached
of the State Planning Policy (Appendix 2). to this response.
controls to avoid
entry and Editor’s note— PSP6 Engineering Design AO14.2
transport of litter, Standards - Roads, drainage and earthworks Construction works had
sediment, and provides guidance on requirements for preparing an commenced prior to the
associated Erosion Management Plan. engagement of 360 Civil
prescribed water Consulting. Once 360 Civil
contaminants into AO14.2 Consulting were engaged, works
receiving waters. Construction works are designed and managed to relating to stabilising the existing
restrict the extent of clearing and soil exposure to exposed portions of the site were
the minimum necessary for access, and safe prioritised.
Editor's
note— Water construction at any one time.
AO14.3 – N/A
contaminants are
AO14.3
prescribed in the
For buildings: AO14.4 – Sediment Control is
Environmental
Protection Act 1. upstream runoff is diverted around proposed via a Type D basin. No
the construction site; flocculant is proposed.
1994.
2. sediment barriers are provided
downslope of disturbed areas to AO14.5 – N/A
prevent sediment washing into
gutters, drains
and waterways , wetlands or drainage
lines either on or off the site; and
3. temporary or permanent downpipes
are connected to the stormwater
system before laying the roof; or
4. localised erosion is avoided by
directing flow from downpipes over
non-erosive areas.
AO14.4
Chemical flocculants used as part of an erosion and
sediment control plan do not harm the
environmental values within receiving waters.
AO14.5
Appropriately sized litter containment areas, with
provision for sorting recyclables are provided for the
type of litter expected to be generated onsite.
Table 1 – PO14 of the Water Quality and Drainage Code and how the proposed
development complies with this portion of the code.
Page 2 of 14
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