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Appendix E - Integrated Water Management Plan

Attached to the e-mail Multiple Housing Type 3 Retirement & Special Needs (48 units) - MCU18/0009.

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Imp. Stormflow Out (ML/yr)                         1.43493           1.02434        0.483044          2.30157           0.268516      0.752982      0.522115          0.4731      0.880137      0.485886
Perv. Stormflow Out (ML/yr)                           0             0.446236            0                0             0.00699848        0          0.0408244       0.0123306     0.383416      0.0126639
Total Stormflow Out (ML/yr)                        1.43493           1.47058        0.483044          2.30157           0.275514      0.752982      0.562939         0.48543       1.26355       0.49855
Total Outflow (ML/yr)                              1.43493           1.7431         0.483044          2.30157           0.279788      0.752982      0.587871         0.492961      1.49771      0.506284
Change in Soil Storage (ML/yr)                        0             -0.0145128          0                0             -0.000227638      0         -0.00132774      -0.00040099   -0.0124698   -0.000411887
TSS Baseflow Out (kg/yr)                              0              3.6899             0                0              0.0579921        0          0.338134         0.101719      3.17224      0.104506
TSS Total Stormflow Out (kg/yr)                    41.4081           341.401         14.2913          69.071             113.773      22.5125       0.0775146        193.968       281.154       199.806
TSS Total Outflow (kg/yr)                          41.4081           345.091         14.2913          69.071             113.831      22.5125       0.415648         194.069       284.326       199.911
TP Baseflow Out (kg/yr)                               0             0.0375639           0                0             0.000589139       0         0.00344196       0.00103992    0.0322962    0.00106591
TP Total Stormflow Out (kg/yr)                    0.234185          0.643486        0.0813239        0.381384           0.180195      0.125463      0.362754         0.312915     0.548611      0.324353
TP Total Outflow (kg/yr)                          0.234185           0.68105        0.0813239        0.381384           0.180784      0.125463      0.366196         0.313954     0.580908      0.325418
TN Baseflow Out (kg/yr)                               0              0.47951            0                0             0.00754183        0          0.0439173       0.0132235     0.413663      0.0135993
TN Total Stormflow Out (kg/yr)                     3.01389           3.0926          1.01001          4.84616           0.580875      1.57812        1.17353         1.01039       2.64116        1.0538
TN Total Outflow (kg/yr)                           3.01389           3.57211         1.01001          4.84616           0.588417      1.57812        1.21745         1.02362       3.05483        1.0674
GP Total Outflow (kg/yr)                           34.0252           40.2233          11.454          54.5751            6.75384      17.8548        14.4883         11.8996       34.5608       12.2212


No Imported Data Source nodes


USTM treatment nodes
Location                                     2 x 14_000 litre RWT    Biopod 4    14_000 litre RWT
                                                                                                3 x 14_000 litre RWT     Biopod 1     Biopod 5   14_000 litre RWT    Biopod 2      Biopod 3
ID                                                    3                 4               7                9                 11           12             14               17           20
Node Type                                    RainWaterTankNodeBioRetentionNodeV4
                                                                              RainWaterTankNode
                                                                                            RainWaterTankNode
                                                                                                          BioRetentionNodeV4
                                                                                                                          BioRetentionNodeV4
                                                                                                                                          RainWaterTankNode
                                                                                                                                                        BioRetentionNodeV4
                                                                                                                                                                       BioRetentionNodeV4
Lo-flow bypass rate (cum/sec)                         0                 0               0                0                  0            0              0               0             0
Hi-flow bypass rate (cum/sec)                        100               100             100              100                100          100            100             100           100
Inlet pond volume                                     0                                 0                0                                              0
Area (sqm)                                           14                20               7               21                 10           20              7               10           10
Initial Volume (m^3)                                27.96                             13.98            41.94                                          13.98
Extended detention depth (m)                        0.01               0.3             0.01            0.01                0.2          0.3            0.01             0.2          0.2
Number of Rainwater tanks                             2                                 1                3                                              1
Permanent Pool Volume (cubic metres)                27.96                             13.98            41.94                                          13.98
Proportion vegetated                                  0                                 0                0                                              0
Equivalent Pipe Diameter (mm)                        424                               300              520                                            300
Overflow weir width (m)                              10                0.2              10              10                  2           0.2            10               2             2
Notional Detention Time (hrs)                     9.28E-04                          9.27E-04         9.26E-04                                       9.27E-04
Orifice Discharge Coefficient                        0.6                               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
Number of CSTR Cells                                  2                 3               2                2                  3            3              2               3             3
Total Suspended Solids - k (m/yr)                    400              8000             400              400               8000         8000            400             8000         8000
Total Suspended Solids - C* (mg/L)                   12                20               12              12                 20           20             12               20           20
Total Suspended Solids - C** (mg/L)                  12                                 12              12                                             12
Total Phosphorus - k (m/yr)                          300              6000             300              300               6000         6000            300             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
Total Phosphorus - C** (mg/L)                       0.13                               0.13            0.13                                            0.13
Total Nitrogen - k (m/yr)                            40                500              40              40                 500          500            40              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
Total Nitrogen - C** (mg/L)                          1.4                               1.4              1.4                                            1.4
Threshold Hydraulic Loading for C** (m/yr)          3500                              3500             3500                                           3500
Horizontal Flow Coefficient                                             3                                                   3            3                              3             3
Reuse Enabled                                        On                Off             On               On                 Off          Off            On               Off          Off
Max drawdown height (m)                             1.997                             1.997            1.997                                          1.997
Annual Demand Enabled                                Off               Off             Off              Off                Off          Off            Off              Off          Off
Daily Demand Enabled                                 On                Off             On               On                 Off          Off            On               Off          Off
Daily Demand Value (ML/day)                        0.00156                           0.00078          0.00234                                        0.00078
Custom Demand Enabled                                Off               Off             Off              Off                Off          Off            Off              Off          Off
Filter area (sqm)                                                      20                                                  10           20                              10           10
Filter perimeter (m)                                                   0.01                                                0.1          0.01                            0.1          0.1
Filter depth (m)                                                       0.5                                                 0.5          0.5                             0.5          0.5
Filter Median Particle Diameter (mm)
Saturated Hydraulic Conductivity (mm/hr)                               200                                                 200          200                            200           200
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