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20210153 - Maple Street SWMP
Original PDF page 16, section 1. The text section number identifies this passage in the reader.
Figure 4.3 - MUSIC Stormwater Treatment Train
4.2.1.1. Detention Tank
The detention tank has been modelled as a rainwater tank where the overflow is considered the low
flow outlet and no reuse or storage volume is modelled. The OSD has been conceptually modelled
as two 25kL tanks with a single 55mm orifice plate as the low flow outlet however the final OSD tank
arrangement will be confirmed with Op Works approval.
Project number 20210153
File RECOR Preliminary Stormwater Management Report - 20210153.docx, 2022-03-31 Page 16 of 26
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P +61 7 5211 1003 A 37 Mary St, Noosaville Qld 4566 E [email protected] recorconsulting.com
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