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Appendix Q - Planning Scheme Code Responses
EROSION AND SEDIMENT CONTROL CODE
Performance Criteria and Acceptable Solutions
PROBABLE SOLUTIONS COUNCIL USE
PERFORMANCE CRITERIA SOLUTIONS* COMMENTS
(IF CODE ASSESSABLE) ONLY
S1.6 For buildings, A/S Refer to PF80 – Cooroy Care Farm Stormwater
(a) temporary or permanent downpipes Management Plan (Bligh Tanner, May 2018)
are connected to the stormwater
system before laying the roof; or Works to be undertaken in accordance with all
(b) localised erosion is avoided by relevant earthworks/erosion and sediment control
directing flow from downpipes over requirements and project specifications.
non-erosive areas.
Stormwater runoff A/S Refer to PF80 – Cooroy Care Farm Stormwater
O2 Stormwater is diverted around S2.1 Diversion drains or bunds are Management Plan (Bligh Tanner, May 2018)
disturbed areas. designed and constructed to drain
upstream run-off around the disturbed site; Works to be undertaken in accordance with all
and relevant earthworks/erosion and sediment control
requirements and project specifications.
S2.2 Discharge from the diversion drains A/S Refer to PF80 – Cooroy Care Farm Stormwater
do not cause run-off impacts to other Management Plan (Bligh Tanner, May 2018)
properties;
OR Works to be undertaken in accordance with all
relevant earthworks/erosion and sediment control
requirements and project specifications.
S2.3 Alternative methods, as described in A/S Refer to PF80 – Cooroy Care Farm Stormwater
the Institution of Engineers Australia Management Plan (Bligh Tanner, May 2018)
(Queensland Division) Soil Erosion and
Sediment Control - Legislation and Works to be undertaken in accordance with all
requirements for Queensland Construction relevant earthworks/erosion and sediment control
Sites, are used. requirements and project specifications.
1 Solution: ✓ = Acceptable Solution
A/S = Alternative Solution Cooroy Care Farm
N/A = Not applicable to this proposal
521 Elm Street and 10-22 Rose Gum Road, Black Mountain Commenced 3 February 2006 – Amended 3 March 2008 Page 2
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