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MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
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Log in to see the plans as drawn Corner Myall Street & Ferrells Road Cooroy, QLD 4563
Earthworks Code
Earthworks Code
Earthworks Code
Specific Outcomes Acceptable Solutions/Probable Solutions Compliance
14.120 Effects of works
Drainage S1.1 The finished surface gradient of any filled or The proposed development works
O1 Finished surface levels ensure land is free excavated area is within the range 0.5% to 1.5% and ensure that the site has suitable fall to
draining. drains to Council’s stormwater infrastructure where ensure that the stormwater can
available or where stormwater infrastructure is not discharge to the existing waterway in
available, toward the street. the east.
Hydraulics No solution provided. The proposed development works are
O2 Any change to the level of the land does not not anticipated to have an adverse
have an adverse flooding impact on the flooding flooding impact on the flooding and
and drainage characteristics off-site. drainage characteristics off-site.
Geotechnical considerations For assessable development— The proposed development works will
O3 Earthworks do not result in geotechnical S3.1 Filling works are undertaken in accordance with comply with this requirement.
instability on the premises or nearby premises. Section 2.8- Filling of Site of Council’s PSP5 -
Engineering Design Standards- Roads and Drainage
& Earthworks
AND
S3.2 Where the filling is for residential commercial The proposed development works will
or industrial purposes the works comply with comply with AS3798.
Sections 3 to 6 of AS 3798 - Guidelines for
earthworks on commercial & residential
development.
Local amenity S4.1 The following control measures are The proposed development works will
O4 Earthworks do not cause disturbance to the implemented— comply with this requirement and will
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