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MCU21-0177.01 -Applicant's Response · MCU21/0117.01
Applicant’s Response
Refer to the updated Site Based Stormwater Management Plan (SBSMP) prepared by MCE, indicating that
the proposed development will discharge stormwater runoff inside the subject site’s property boundary at
pre-development drainage conditions. As the subject site will maintain existing drainage conditions,
permission to discharge downstream is not required in this instance.
Please refer to Attachment A - Engineering document prepared by Morgan Consulting.
Information Required by Council
2. Either amend the application so that Lot 1 SP153798 becomes part of the application (with land
owners consent) or amend the drainage and earthworks design so that earthworks within this lot is
not required.
Applicant’s Response
Refer to the updated Concept Site Levels and Drainage Plan confirming that earthworks within Lot 1
SP153798 is not required.
Please refer to Attachment A - Engineering document prepared by Morgan Consulting.
Information Required by Council
3. Provide updated engineering plans which provide all details necessary for construction and which
are appropriate for an Operational Works permit to be issued.
Applicant’s Response
Prior to providing updated engineering plans as mentioned in Item 3, we would like to request confirmation
of the above item responses. Subsequently, we will submit our drawings suitable for the Operational Works
permit to be issued
Information Required by Council
4. Provide an updated SWMP which contains additional detail plus revised modelling (as necessary) to
address the following:
i. Revise the pervious initial losses used in the XPSTORM model to be consistent with ARR Data
HUB burst losses.
ii. Provide a figure showing the XPSTORM model layout and describe how surface areas have
been modelled as bypassing the detention tanks in all events and how flows in excess of Q20
from roof areas bypass the tanks.
PO Box 1818 07 5474 3873
Noosa Heads [email protected]
QLD 4567 rgstrategic.com.au
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