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MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance
Original PDF page 156, section 1. The text section number identifies this passage in the reader.
Town Planning Report
28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive
A10 – Erosion and Sediment Control Code
The below code response has been prepared by Cardno HRP and Cardno Engineering. In addition to the Town Planning Report, reference should be made to the
Engineering Report (Appendix E) in reading this code response.
Table 14-53 – Erosion and sediment control
Specific Outcome Probable Solution Response
14.125 Effects of works
Erosion and sediment control
O1 Development minimises erosion and S1.1 Site disturbance is limited to building areas, their surrounds R1.1 Will Comply
transport of sediments off-site. and other use areas; Refer to Appendix C and Drawing J13041-CI-C05 in Appendix E of
AND the Engineering Report (Appendix E to the Town Planning Report).
S1.2 Sediment barriers are provided throughout and downslope of R1.2 Will Comply
disturbed areas to prevent sediment washing into gutters, Refer to Appendix C and Drawing J13041-CI-C05 in Appendix E of
drains and watercourses either on or off the site; the Engineering Report (Appendix E to the Town Planning Report).
AND
S1.3 All stockpiles including sand, soil or building materials are R1.3 Will Comply
within the premises and contained within individual sediment Refer to Appendix C and Drawing J13041-CI-C05 in Appendix E of
barriers; the Engineering Report (Appendix E to the Town Planning Report).
AND
S1.4 Sediment basins are provided where the site contains fine or R1.4 Will Comply
dispersive soils; Refer to Appendix C and Drawing J13041-CI-C05 in Appendix E of
OR the Engineering Report (Appendix E to the Town Planning Report).
S1.5 A stormwater catchpit incorporating a stormwater catchpit R1.5 Will Comply
protection device is installed so that all runoff from disturbed Refer to Appendix C and Drawing J13041-CI-C05 in Appendix E of
areas flows to the catchpit; the Engineering Report (Appendix E to the Town Planning Report).
AND
S1.6 For buildings, R1.6 Will Comply
a) temporary or permanent downpipes are connected to the Refer to Appendix C and Drawing J13041-CI-C05 in Appendix E of
stormwater system before laying the roof; or the Engineering Report (Appendix E to the Town Planning Report).
b) localised erosion is avoided by directing flow from
downpipes over non-erosive areas.
Stormwater runoff
O2 Stormwater is diverted around disturbed S2.1 Diversion drains or bunds are designed and constructed to R2.1 Complies
areas. drain upstream run-off around the disturbed site; Stormwater will be diverted in accordance with Appendix C and
AND Drawing J13041-CI-C05 included in Appendix E of the Engineering
Report (Appendix E to the Town Planning Report).
S2.2 Discharge from the diversion drains do not cause run-off R2.2 Complies
impacts to other properties;
December 2014 Cardno HRP A75
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