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Attachment D - Stormwater and Water Quality report
Total Outflow (ML/yr) 8.56052 0.865604 3.02961 1.08201 11.2042 3.66319 0.732638 2.8866 0.337014 1.68757 0.843787 0.196884 0.556805 2.38454
Change in Soil Storage (ML/yr) -0.008674 -0.00189518 -0.00663309 -0.00236891 -0.0113527 0 0 0 0 -0.000437364 -0.000218636 -5.10E-05 0 -0.00699755
TSS Baseflow Out (kg/yr) 0.109683 0.0267249 0.0835705 0.0287621 0.152585 0 0 0 0 0.00564527 0.00285345 0.000654273 0 0.0867187
TSS Total Stormflow Out (kg/yr) 1194.1 116.37 1371.67 153.968 1565.14 122.838 24.2083 1276.79 152.496 728.354 375.575 86.0053 18.8185 332.021
TSS Total Outflow (kg/yr) 1194.21 116.397 1371.75 153.997 1565.29 122.838 24.2083 1276.79 152.496 728.359 375.578 86.0059 18.8185 332.108
TP Baseflow Out (kg/yr) 0.00150182 0.00104164 0.00117955 0.00127236 0.00197427 0 0 0 0 7.85E-05 3.99E-05 9.18E-06 0 0.00125173
TP Total Stormflow Out (kg/yr) 3.09826 0.315241 1.1091 0.387741 4.04614 0.661491 0.132837 2.06362 0.237684 1.18537 0.594779 0.139333 0.101321 0.858645
TP Total Outflow (kg/yr) 3.09976 0.316283 1.11028 0.389014 4.04811 0.661491 0.132837 2.06362 0.237684 1.18545 0.594819 0.139342 0.101321 0.859896
TN Baseflow Out (kg/yr) 0.0165275 0.004772 0.0173032 0.00650264 0.0218808 0 0 0 0 0.000858364 0.000418545 9.85E-05 0 0.0131715
TN Total Stormflow Out (kg/yr) 20.1474 1.99888 7.00898 2.47167 26.2076 8.4863 1.72145 6.64522 0.781926 3.96677 1.95217 0.456891 1.29309 5.63634
TN Total Outflow (kg/yr) 20.164 2.00365 7.02628 2.47817 26.2295 8.4863 1.72145 6.64522 0.781926 3.96763 1.95259 0.45699 1.29309 5.64951
GP Total Outflow (kg/yr) 189.143 15.8241 55.3844 19.7801 247.555 84.7437 16.9487 66.778 7.79642 38.8509 19.4254 4.53261 12.881 32.3481
No Imported Data Source nodes
USTM treatment nodes
Rainwater Tank Rainwater Tank Buffer -
Location Bio-Retention Swale Swale 3 BIOBASIN 2 BIOBASIN 1 x 10 x2 Swale 2 Swale 1 adjacent grass BIOpod CMT6 Rainwater Tank Swale 4
ID 9 10 15 16 17 18 20 22 26 27 29 31
BioRetentionNo BioRetentionNo RainWaterTank RainWaterTank BioRetentionNo RainWaterTank
Node Type MediaFiltrationNode SwaleNode deV4 deV4 Node Node SwaleNode SwaleNode BufferNode deV4 Node SwaleNode
Lo-flow bypass rate (cum/sec) 0 0 0 0 0 0 0 0 0 0 0
Hi-flow bypass rate (cum/sec) 100 100 100 100 100 100 100
Inlet pond volume 0 0 0
Area (sqm) 48 34 144 22 4.4 62.87723881 12 2.2
Initial Volume (m^3) 44.9 8.98 4.49
Extended detention depth (m) 0.5 0.3 0.3 0.4 0.1 0.1 0.3 0.4 0.2 0.1 0.3
Number of Rainwater tanks 10 2 1
Permanent Pool Volume (cubic metres) 44.9 8.98 4.49
Proportion vegetated 0 0 0
Equivalent Pipe Diameter (mm) 158 71 50
Overflow weir width (m) 2 2 2 10 10 2 10
Notional Detention Time (hrs) 3.32E-02 3.29E-02 3.32E-02
Orifice Discharge Coefficient 0.6 0.6 0.6
Weir Coefficient 1.7 1.7 1.7 1.7 1.7 1.7 1.7
Number of CSTR Cells 3 10 3 3 2 2 10 10 3 2 10
Total Suspended Solids - k (m/yr) 15000 15000 8000 8000 400 400 8000 15000 8000 400 15000
Total Suspended Solids - C* (mg/L) 30 30 20 20 12 12 20 30 20 12 30
Total Suspended Solids - C** (mg/L) 13.6 12 12 14 13.6 12 13.6
Total Phosphorus - k (m/yr) 12000 12000 6000 6000 300 300 6000 12000 6000 300 12000
Total Phosphorus - C* (mg/L) 0.18 0.18 0.13 0.13 0.13 0.13 0.13 0.18 0.13 0.13 0.18
Total Phosphorus - C** (mg/L) 0.143 0.13 0.13 0.13 0.143 0.13 0.143
Total Nitrogen - k (m/yr) 1000 1000 500 500 40 40 500 1000 500 40 1000
Total Nitrogen - C* (mg/L) 1.7 1.7 1.4 1.4 1.4 1.4 1.4 1.7 1.4 1.4 1.7
Total Nitrogen - C** (mg/L) 1.68 1.4 1.4 1.4 1.68 1.4 1.68
Threshold Hydraulic Loading for C** (m/yr) 3500 3500 3500 3500 3500 3500 3500
Horizontal Flow Coefficient 3 3 3
Reuse Enabled Off Off Off Off Off Off Off Off Off Off Off Off
Max drawdown height (m)
Annual Demand Enabled Off Off Off Off Off Off Off Off Off Off Off Off
Daily Demand Enabled Off Off Off Off Off Off Off Off Off Off Off Off
Daily Demand Value (ML/day)
Custom Demand Enabled Off Off Off Off Off Off Off Off Off Off Off Off
Custom Demand Time Series File
Custom Demand Time Series Units
Filter area (sqm) 25 30 144 12
Filter perimeter (m) 14 14 14
Filter depth (m) 0.5 0.4 0.5 0.4
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