Original source · versioned page text
EngSWMP
Attached to the e-mail Response to Information Request MCU16/0079 (email 2 of 3).
1 Memorial Avenue Tewantin, QLD 4565
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% ensure that the site has suitable fall
draining. and drains to Council’s stormwater to ensure that the stormwater can
infrastructure where available or where discharge to the stormwater
stormwater infrastructure is not available, infrastructure.
toward the street.
Hydraulics No solution provided. The proposed development works
O2 Any change to the level of the land does are not anticipated to have an
not have an adverse flooding impact on the adverse flooding impact on the
flooding and drainage characteristics off-site. flooding and drainage
characteristics off-site.
Geotechnical considerations For assessable development— The proposed development works
O3 Earthworks do not result in geotechnical S3.1 Filling works are undertaken in accordance will comply with this requirement.
instability on the premises or nearby with Section 2.8- Filling of Site of Council’s PSP5
premises. - Engineering Design Standards- Roads and
Drainage & Earthworks
AND
S3.2 Where the filling is for residential The proposed development works
commercial or industrial purposes the works will comply with AS3798.
comply with Sections 3 to 6 of AS 3798 -
Guidelines for earthworks on commercial &
residential development.
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