Original source · versioned page text
Att 8 - SWMP
Attached to the e-mail Shopping complex - Traffic Report & Stormwater Management Plan (Email 3 of 3 MCU17/0054.
Table 2.1 – Catchment Parameters for Source Nodes
Catchment A Catchment B Balance
(externally draining)
Roof 952m2 355m2 Nil
(100% imp) (100% imp)
Surface Level 778m2 1247m2 305m2
(90% imp) (90% imp) (90% imp)
Table 2.2 – Pollutant Load Estimates
Source Residual % Reduction Target
Flow (ML/yr) 5.7 5.0 3%
TSS (kg/yr) 749 144 81% >80%
TP (kg/yr) 2.15 0.62 71% >60%
TN (kg/yr) 16.4 7.2 56% >45%
Gross 119 0 100% >90%
Pollutants
(kg/yr)
Table 2.3 – Sizing of Stormwater Quality Treatment System Components
Catchment A Catchment B
Biopod Filter Area 30m2 25m2
Biopod Filter Depth 0.45m 0.45m
Biopod Extended 200mm 200mm
Detention
SWMP – 11-19 Hilton Tce Tewantin 7
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.