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Attachment G - Stormwater Quality Management plan

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Change in Soil Storage (ML/yr)                   0.0125047       0.00206773   0.00275691    0.00585855       0             0             0        0.00246155    0.00422155    0.00167382    0.00226464    0.00433236      0.00396309     0.00215382     0.00103382       0.00112       0.00189536
TSS Baseflow Out (kg/yr)                          2.93246          0.4843      0.644122      1.36681         0             0             0         0.574766      0.984269      0.393905      0.530807       1.01649        0.933434       0.505094       0.241421       0.261633        0.444404
TSS Total Stormflow Out (kg/yr)                   164.256         37.4411      50.7601       105.273      3.89871       2.2105        2.60996       32.5381       75.2573       21.7589      30.0671        55.8862        71.0359        38.5677         18.7221        20.1924        33.3741
TSS Total Outflow (kg/yr)                         167.189         37.9254      51.4042        106.64      3.89871       2.2105        2.60996       33.1129       76.2415       22.1528      30.5979        56.9027        71.9693        39.0728         18.9635         20.454        33.8185
TP Baseflow Out (kg/yr)                          0.0297159       0.00495445   0.00658382    0.0139456        0             0             0        0.00585936     0.0100745    0.00400727    0.00539827     0.0103924      0.00945427     0.00512418      0.002481      0.00267155      0.00450591
TP Total Stormflow Out (kg/yr)                   0.326365        0.0722252    0.0975691      0.20716     0.0218545     0.012312      0.0144699     0.0644013     0.150899      0.0429906    0.0603284      0.114217        0.141777      0.0768034        0.03676       0.0398517      0.0675065
TP Total Outflow (kg/yr)                         0.356081        0.0771796     0.104153      0.221106    0.0218545     0.012312      0.0144699     0.0702606     0.160974      0.0469979    0.0657266      0.124609        0.151231      0.0819275       0.039241       0.0425233      0.0720125
TN Baseflow Out (kg/yr)                          0.380542        0.0626947    0.0839825      0.177948        0             0             0         0.0750424      0.12833      0.0509074    0.0689277      0.131779        0.120734      0.0655745       0.0314855      0.0340555      0.0577296
TN Total Stormflow Out (kg/yr)                    1.5562          0.345559     0.448467      0.970881    0.278718      0.153551      0.184983      0.297221      0.710312      0.205025      0.274334      0.525471        0.657497       0.357981       0.173002       0.184369        0.318479
TN Total Outflow (kg/yr)                          1.93675         0.408253     0.532449      1.14883     0.278718      0.153551      0.184983      0.372263      0.838641      0.255933      0.343262       0.65725        0.778231       0.423555       0.204488       0.218425        0.376208
GP Total Outflow (kg/yr)                          17.1175         4.30692      5.74255       12.2029      3.05077       1.69487       2.03385       3.3696        8.79327       2.29133      3.10003        5.93049        8.25492        4.48637         2.15346        2.33291         3.948


No Imported Data Source nodes


USTM treatment nodes
                                                                  Copy of      Copy of
                                              Rainwater Tank     Rainwater    Rainwater       Swale         TP1          Swale          TP2         BIOPOD       BIOPOD        BIOPOD         Treepit       Treepit        Treepit         Treepit       BIOPOD          Treepit        BIOPOD
Location                                                           Tank         Tank
ID                                                  7                9            10           12           13            14            18            22            29            30            31            32              33             34             40             41              42
                                                               RainWaterTank RainWaterTan             BioRetentionNo               BioRetentionNo BioRetentionN BioRetentionN BioRetentionN BioRetentionN BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo
                                             RainWaterTankNode                              SwaleNode                  SwaleNode
Node Type                                                          Node          kNode                    deV4                         deV4          odeV4         odeV4         odeV4         odeV4          deV4           deV4           deV4           deV4           deV4           deV4
Lo-flow bypass rate (cum/sec)                       0                0            0             0            0            0.1            0             0             0             0            0              0              0              0               0              0              0
Hi-flow bypass rate (cum/sec)                      100              100          100                        100                         100           100           100           100          100            100            100            100             100            100            100
Inlet pond volume                                   0                0            0
Area (sqm)                                          1.1             1.1          1.1                        2.6                         2.6            5             5             5            2.6           2.6            2.6             2.6             5             2.6             5
Initial Volume (m^3)                                2                2            2
Extended detention depth (m)                        0.2             0.2          0.2           0.5          0.1           0.5           0.1           0.2           0.2           0.2           0.1           0.1            0.1             0.1            0.2            0.1            0.2
Number of Rainwater tanks                           1                1            1
Permanent Pool Volume (cubic metres)                2                2            2
Proportion vegetated                                0                0            0
Equivalent Pipe Diameter (mm)                       50              50            50
Overflow weir width (m)                             10              10            10           50           0.2           40            0.2           0.2           0.2           0.2           0.2           0.2            0.2             0.2            0.2            0.2            0.2
Notional Detention Time (hrs)                    2.35E-02         2.35E-02     2.35E-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           1.7           1.7           1.7            1.7             1.7            1.7            1.7            1.7
Number of CSTR Cells                                2                2            2            10            3            10             3             3             3             3            3              3              3              3               3              3              3
Total Suspended Solids - k (m/yr)                  400              400          400          8000         8000          8000          8000          8000          8000          8000          8000          8000            8000           8000           8000           8000            8000
Total Suspended Solids - C* (mg/L)                  12              12            12           20           20            20            20            20            20            20            20            20              20             20             20             20              20
Total Suspended Solids - C** (mg/L)                 12              12            12           14                         14
Total Phosphorus - k (m/yr)                        300              300          300          6000         6000          6000          6000          6000          6000          6000          6000          6000            6000           6000           6000           6000            6000
Total Phosphorus - C* (mg/L)                       0.13             0.13         0.13          0.13        0.13          0.13          0.13          0.13          0.13          0.13          0.13           0.13           0.13           0.13           0.13            0.13           0.13
Total Phosphorus - C** (mg/L)                      0.13             0.13         0.13          0.13                      0.13
Total Nitrogen - k (m/yr)                           40              40            40           500          500           500           500           500           500           500          500            500            500            500             500            500            500
Total Nitrogen - C* (mg/L)                          1.4             1.4          1.4           1.4          1.4           1.4           1.4           1.4           1.4           1.4           1.4           1.4            1.4             1.4            1.4            1.4            1.4
Total Nitrogen - C** (mg/L)                         1.4             1.4          1.4           1.4                        1.4
Threshold Hydraulic Loading for C** (m/yr)         3500            3500          3500         3500                       3500
Horizontal Flow Coefficient                                                                                  3                           3             3             3             3            3              3              3              3               3              3              3
Reuse Enabled                                       Off             Off           Off          Off          Off           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            Off             Off            Off            Off            Off
Daily Demand Enabled                                Off             Off           Off          Off          Off           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            Off             Off            Off            Off            Off
Custom Demand Time Series File
Custom Demand Time Series Units
Filter area (sqm)                                                                                           2.6                         2.6            5             5             5            2.6           2.6            2.6             2.6             5             2.6             5
Filter perimeter (m)                                                                                        10                          10            10            10            10            10            10              10             10             10             10              10
Filter depth (m)                                                                                            0.3                         0.3           0.4           0.4           0.4           0.3           0.3            0.3             0.3            0.4            0.3            0.4
Filter Median Particle Diameter (mm)


[OCR of page images]
Change in Soil Storage (ML/yr)
TSS Baseflow Out (kg/yr)

TSS Total Stormflow Out (kg/yr)
TSS Total Outflow (kg/yr)

TP Baseflow Out (kg/yr)

TP Total Stormflow Out (kg/yr)
TP Total Outflow (kg/yr)

TN Baseflow Out (kg/yr)

TN Total Stormflow Out (kg/yr)
TN Total Outflow (kg/yr)

GP Total Outflow (kg/yr)

No Imported Data Source nodes

USTM treatment nodes

Location
ID

Node Type

Lo-flow bypass rate (cum/sec)
Hi-flow bypass rate (cum/sec)

Inlet pond volume

Area (sqm)

Initial Volume (m‘3)

Extended detention depth (m)
Number of Rainwater tanks
Permanent Pool Volume (cubic metres)
Proportion vegetated

Equivalent Pipe Diameter (mm)
Overflow weir width (m)

Notional Detention Time (hrs)
Orifice Discharge Coefficient

Weir Coefficient

Number of CSTR Cells

Total Suspended Solids - k (m/yr)
Total Suspended Solids - C* (mg/L)
Total Suspended Solids - C** (mg/L)
Total Phosphorus - k (m/yr)

Total Phosphorus - C* (mg/L)

Total Phosphorus - C** (mg/L)

Total Nitrogen - k (m/yr)

Total Nitrogen - C* (mg/L)

Total Nitrogen - C** (mg/L)
Threshold Hydraulic Loading for C** (m/yr)
Horizontal Flow Coefficient

Reuse Enabled

Max drawdown height (m)

Annual Demand Enabled

Daily Demand Enabled

Daily Demand Value (ML/day)
Custom Demand Enabled

Custom Demand Time Series File
Custom Demand Time Series Units
Filter area (sqm)

Filter perimeter (m)

Filter depth (m)

Filter Median Particle Diameter (mm)

0.0125047
2.93246
164.256
167.189

0.0297159

0.326365
0.356081

0.380542
1.5562
1.93675
17.1175

Rainwater Tank

7

RainWaterTankNode

0
100

10
2.35E-02
0.6
17
2
400
12
12
300
0.13
0.13
40
14
14
3500

Off

Off
Off

Off

0.00206773  0.00275691
0.4843 0.644122
37.4411 50.7601
37.9254 51.4042
0.00495445  —0.00658382
0.0722252 0.0975691
0.0771796 0.104153
0.0626947 0.0839825
0.345559 0.448467
0.408253 0.532449
4.30692 5.74255
Copy of Copy of
Rainwater Rainwater
Tank Tank
9 10
RainWaterTank RainWaterTan
Node kNode
0 0
100 100
0 0
14 14
2 2
0.2 0.2
1
50 50
10 10
2.35E-02 2.35E-02
0.6 0.6
17 17
2 2
400 400
12 12
12 12
300 300
0.13 0.13
0.13 0.13
40 40
14 14
14 14
3500 3500
Off Off
Off Off
Off Off
Off Off

0.00585855
1.36681
105.273

106.64
0.0139456
0.20716
0.221106
0.177948
0.970881
1.14883
12.2029

Swale

12

SwaleNode

0

0.5

50

10
8000
20
14
6000
0.13
0.13
500
14
14
3500

Off

Off
Off

Off

0
0
3.89871
3.89871
0
0.0218545
0.0218545
0
0.278718
0.278718
3.05077

TP1

13

BioRetentionNo

deV4
0
100
26

0.1

0.2

8000
20

6000
0.13

500
14

Off

Off
Off

Off

26

0.3

0
0
2.2105
2.2105
0
0.012312
0.012312
0
0.153551
0.153551
1.69487

Swale

14

SwaleNode

0.1

0.5

40

8000
20

6000
0.13
0.13
500
14
14
3500

Off

Off
Off

Off

0 0.00246155  0.00422155  0.00167382  0.00226464  —0.00433236 0.00396309 0.00215382 0.00103382 0.00112 0.00189536
0 0.574766 0.984269 0.393905 0.530807 1.01649 0.933434 0.505094 0.241421 0.261633 0.444404
2.60996 32.5381 75.2573 21.7589 30.0671 55.8862 71.0359 38.5677 18.7221 20.1924 33.3741
2.60996 33.1129 76.2415 22.1528 30.5979 56.9027 71.9693 39.0728 18.9635 20.454 33.8185
0 0.00585936 —0.0100745 0.00400727 0.00539827 0.0103924 0.00945427 0.00512418 0.002481 0.00267155 0.00450591
0.0144699 0.0644013 0.150899 0.0429906 0.0603284 0.114217 0.141777 0.0768034 0.03676 0.0398517 0.0675065
0.0144699 0.0702606 0.160974 0.0469979 0.0657266 0.124609 0.151231 0.0819275 0.039241 0.0425233 0.0720125
0 0.0750424 0.12833 0.0509074 0.0689277 0.131779 0.120734 0.0655745 0.0314855 0.0340555 0.0577296
0.184983 0.297221 0.710312 0.205025 0.274334 0.525471 0.657497 0.357981 0.173002 0.184369 0.318479
0.184983 0.372263 0.838641 0.255933 0.343262 0.65725 0.778231 0.423555 0.204488 0.218425 0.376208
2.03385 3.3696 8.79327 2.29133 3.10003 5.93049 8.25492 4.48637 2.15346 2.33291 3.948
TP2 BIOPOD BIOPOD BIOPOD Treepit Treepit Treepit Treepit BIOPOD Treepit BIOPOD
18 22 29 30 31 32 33 34 40 41 42
BioRetentionNo BioRetentionN BioRetentionN BioRetentionN BioRetentionN BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo
deV4 odeV4 odeV4 odeV4 odeV4 deV4 deV4 deV4 deV4 deV4 deV4
0 0 0 0 0 0 0 0 0 0 0
100 100 100 100 100 100 100 100 100 100 100
26 5 5 5 26 26 26 26 5 26 5
0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.2
0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
17 17 17 17 17 17 17 17 17 17 17
3 3 3 3 3 3 3 3 3 3 3
8000 8000 8000 8000 8000 8000 8000 8000 8000 8000 8000
20 20 20 20 20 20 20 20 20 20 20
6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000
0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
500 500 500 500 500 500 500 500 500 500 500
14 14 14 14 14 14 14 14 14 14 14
3 3 3 3 3 3 3 3 3 3 3
Off Off Off Off Off Off Off Off Off Off Off
Off Off Off Off Off Off Off Off Off Off Off
Off Off Off Off Off Off Off Off Off Off Off
Off Off Off Off Off Off Off Off Off Off Off
26 5 5 5 26 26 26 26 5 26 5
10 10 10 10 10 10 10 10 10 10 10
0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.3 04

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