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Attachment C - Stormwater report

Attached to the e-mail MCU14/0039 Response to information request Stormwater & Riparian reports email 2 of 3.

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Table 12 - MUSIC Modelling Results – Receiving Node

Bioretention System                                                             Reduction (%)    Objective (%)

TSS                                                                                  80.3             80

TP                                                                                   75.9             60

TN                                                                                   60.3             45

Gross Pollutants                                                                     100              90

Media Filtration System                                                         Reduction (%)    Objective (%)

TSS                                                                                  79.3             80

TP                                                                                   59.9             60

TN                                                                                   36.1             45

Gross Pollutants                                                                     100              90

Infiltration System                                                             Reduction (%)    Objective (%)

TSS                                                                                  23.7             80

TP                                                                                   16.8             60

TN                                                                                   13.4             45

Gross Pollutants                                                                     100              90



The results of this assessment indicate the bioretention system is capable of achieving the water quality
objectives. The media filtration system achieves the load based reduction targets for TSS and TP (within +/-
1%). The TN reduction is slightly lower than the water quality objective, but the media filtration system still
removes a considerable quantity of TN from the roof runoff and could be constructed for considerably less
expense.




Stormwater Management Plan – Lot 1 on SP108094, 305 Lake Macdonald Drive                                Page 20

D’VINERIPE
R003370
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