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20181085-ASC7 - Part 14 Assessement Criteria (Codes) (1)
Attached to the e-mail Operational Works Application OPW20/0114 - Email 2 of 4 - Civil Plans - Community Titles Scheme Statement - BUP - Part 14 Assessment Benchmarks - 4 Portside Crt, Noosaville.
Attached to the e-mail RE_ Proprietary Products & Compliance with SQUIDEP.eml, inside BP Noosaville - overview of proposed stormwater quality strategy related discussions.msg.
column 1 column 2
Including amendments to 8 June 2018
Specific Outcomes Probable solutions (if code assessment)
The Noosa Plan
S1.2 Construction works are designed and
managed to restrict the extent of clearing and
soil exposure to that necessary for access, and
safe construction;
AND
S1.3 Clean stormwater is diverted or managed
around or through the site without increasing the
concentration of total suspended solids or other
contaminants in the flow and without causing
erosion (onsite or offsite);
AND
S1.4 Cleared areas are effectively stabilised
prior to rainfall if works are delayed or works are
not intended to occur immediately;
AND
S1.6 For buildings,
a) upstream runoff must be diverted around
the construction site; and
b) sediment barriers are provided downslope
of disturbed areas to prevent sediment
washing into gutters, drains and
watercourses either on or off the site; and
c) exposed soil and construction access
must be managed in accordance with
International Erosion Control Association
Best Practice Erosion and Sediment
Control (BPESC) 2008; and
d) temporary or permanent downpipes are
connected to the stormwater system
before laying the roof; or
e) localised erosion is avoided by directing
flow from downpipes over non-erosive
areas.
O2 Works in a watercourse S2.1 Work within waterways must be
Construction activities within watercourses are undertaken in accordance with Best Practice
planned to prevent erosion, construction failure Erosion and Sediment Control, Appendix I –
and associated sedimentation. Instream works, Sections 14 and 16
International Erosion Control Association 2008.
S2.2 Temporary vehicular crossings of
waterways must be designed and constructed to
convey flows for the 50%AEP event and remain
stable for all rainfall events up to 10%AEP
event.
14-130
Erosion and Sediment Control Code
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