Skip to the record
The first. The best. The only NoosaWatch™.

Original source · versioned page text

RFI - Stormwater Mgm Plan 20169 - SBSMP - Rev 4 (2)

of 92

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (14.4 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.

Plans and drawings

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
                                                                                 20169 - SBSMP/4
                                                                                          Page 12




5.4.3 On-site Detention
In order for the post-development stormwater discharge conditions to match the pre-development
conditions, it is proposed to incorporate an open detention basin with a maximum storage volume
of 200kL for the southern catchment and an open detention basin with a maximum storage volume
of 160kL for the northern catchment. The detention basins are to be located above ground within
the southeast corner of the site and the northeast corner of the site, respectively.

The proposed OSD basin for the southern catchment will have the following properties:

       Specified base area = 170m2;

       Specified internal depth = 1.15m;

       Low flow orifice diameter = 0.15m;

       Overflow weir pit elevation from base of tank = 0.85m;

       Required basin volume = 179kL; and

       Provided basin volume = 200kL.

The proposed OSD basin for the northern catchment will have the following properties:

       Specified base area = 160m2;

       Specified internal depth = 1.00m;

       Low flow orifice diameter = 0.22m;

       Overflow weir pit elevation from base of tank = 0.70m;

       Required basin volume = 136kL; and

       Provided basin volume = 160kL.

The detention basin will be designed to contain all flows up to a Q100 storm event and mitigated to
the capacity of the existing stormwater infrastructure at a Q20 storm event.

Refer to Appendix F for the Concept Site Levels and Drainage Plan which details the proposed on-
site detention system.

5.4.4 Comparison of Peak Flows at Lawful Point of Discharge
The pre-development and post-development mitigated peak mean/median flow rates were
compared for the catchment and are shown in Table 5-5 below.




Site Based Stormwater Management Plan
Proposed Townhouse Development at 99, 101 & 105 Eumundi Noosa Road, Noosaville
Log in to download the original file

RFI - Stormwater Mgm Plan 20169 - SBSMP - Rev 4 (2).pdf · 14.4 MB (very large file)

Very 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.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.