Original source · versioned page text
Stormwater Management Plan
The original of this document is very large (11.7 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 4.1.1 Emergency Overflow (>100year ARI events)
Emergency overflow, for events (>Q100) which cannot be
wholly infiltrated by RIPs, would surcharge from the RIPs and
be collected by an emergency overflow pit within the swale and
stormwater line realigned beneath the building and sized to
convey flows up to 100 year ARI to the existing headwall at the
constructed wetland to the south whilst maintaining a minimum
freeboard of 0.5m to the proposed hotel building.
Refer to Engineering Drawings at Appendix A for details.
Consequently, the combined capacity of the emergency overflow
system and RIPs would equate to two (2) times the 100 year ARI
storm which is considered to be the Probable Maximum
Precipitation (PMP) event.
Calculations of RIP infiltration capacities and emergency inlet
pit capacities (50% blockage) are included at Appendix D.
Whilst a volumetric easement in favour of Council is proposed
over the emergency overflow system, inspection and
maintenance of the swale, RIPs and overflow pits and pipes
would fall to the owners of the site with the site owner accepting
all risk associated with such a role and the consequences of
system failure.
Refer Maintenance Schedule at Appendix B.
4.2 HOTEL CATCHMENTS RAPID INFILTRATION
SWALES B AND C
Runoff from impervious areas of the proposed hotel development will
be collected and piped to Rapid Infiltration Swales B and C with events
up to 100-year ARI infiltrated into the natural sands via a series of
Rapid Infiltration Pits (RIPs) in order to achieve no net reduction in
rainwater infiltration.
Driveway and carpark areas will be passed through a GPT/oil arrester
to remove oils and hydrocarbons prior to infiltration.
__________________________________________________________________________
A6769/22/SWMP/RevA October 2022 Page 4 of 6
SH/PL
Brah101 Pty Ltd t/as ALTA PROJECTS
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.