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13. APP H. Engineering Services Report
Attached to the e-mail MCU14/0102 Development Application 4 of 4 App H Engineering, App I Water quality, App J Economic Needs, App K Local Code response..
Original PDF page 43, section 1. The text section number identifies this passage in the reader.
SPECIFIC OUTCOMES, ACCEPTABLE SOLUTIONS AND PROBABLE SOLUTIONS
FOR THE EARTHWORKS CODE
SPECIFIC OUTCOMES PROBABLE SOLUTIONS SITE COMPLIANCE
Drainage S1.1 Complies – refer to the
O1 The finished surface preliminary site grading
Finished surface levels gradient of any filled or plan.
ensure land is free draining excavated area is within
the range 0.5% to 1.5%
and drains to Council’s
stormwater infrastructure
where available or where
stormwater infrastructure is
not available, toward the
street.
Hydraulics No solution provided Complies – the proposed
O2 development does not
Any change to the level of result in any changes to
the land does not have an the stormwater runoff
adverse flooding impact on (including quality and
the flooding and drainage quantity) to the site.
characteristics off-site.
Geotechnical S3.1 Complies- the earthworks
considerations Filling works are have been designed in
O3 undertaken in accordance compliance with Noosa
Earthworks do not result in with Section 2.8- Filling of Council’s PSP5.
geotechnical instability on Site of Council’s PSP 5 -
the premises or nearby Engineering Design
premises. Standards- Roads and
Drainage & Earthworks
AND
S3.2
Where the filling is for
residential commercial or
industrial purposes the
works comply with
Sections 3 to 6 of AS3798-
Guidelines for earthworks
on commercial &
residential development.
Eumundi Earthworks Code Compliance Page 1
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