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

Council archive · source document

20220218 22 Grant SWMP · MCU22/0172

of 31

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

Check the original when the exact wording matters.

The results of the modelling against the range of design storms for the development under the existing and
proposed development conditions are shown in Table 3.1 Existing and proposed unmitigated site peak discharge
rates.


                              Table 3.1 Existing and proposed unmitigated site peak discharge rates

                                                                      Delorme Street
                                                                                                      Qchange
                                           A.E.P               Qexisting   Qproposed     Qchange       (%)
                                                               (m³/s)      (m³/s)        (m³/s)
                                             1EY                0.016       0.018         0.002        13%
                                            50%                0.018         0.020       0.002         11%
                                           0.2 EY              0.027         0.030       0.003         11%
                                            10%                0.035         0.036       0.001          3%
                                             5%                0.040         0.041       0.001          3%
                                             2%                0.047         0.047       0.000          0%
                                             1%                0.051         0.051       0.000          0%



As expected, the site has increased the total peak flows from the site, however the overall increase is minor with a
maximum of 3L/s increase under 2100 climate conditions. This level of increase is unlikely to result in significant
impact or nuisance to the downstream network and is therefore negligible. No attenuation is proposed for the
development.




Project number 20220218                                                                                           Page 8 of 14
File 20220218 22 Grant SWMP.docx, 2022-09-15 Revision 1

P +61 7 5211 1003                          A 75 Noosa Dr, Noosa Heads Qld 4567       E [email protected]    recorconsulting.com

Used in these records

About this file

File size
5.0 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

20220218 22 Grant SWMP.pdf · 5.0 MB (large file)

The download may take up to a minute.

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”.