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MCU10/2083 Development Application part 2 - Attachment 7 - Stormwater Management Plan
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5.10 MUSICMODEL
TheMUSICmodelanalysedfortheproposeddevelopmentsiteisshowninFigure2.
Figure2–MUSICModelLayout
5.11 MUSICRESULTS
TheMUSICpollutantloadreductionsforthesitearedetailedinTable17.
Table17MUSICresults
MUSIC
RequiredLoad Objective
Parameter Results
reduction Achieved
Achieved
TotalSuspendedSolids 80.0% 93.4% Yes
TotalPhosphorus 60.0% 80.5% Yes
TotalNitrogen 45.0% 45.1% Yes
GrossPollutants 90.0% 100.0% Yes
Table17demonstratesthatthepollutantloadreductionobjectivesforthesitehavebeenachieved.Thewater
qualitydevicesproposedforthesiteareadequateinachievingsatisfactorypollutantlevelsoutputfromthesite.
SITEBASEDSTORMWATERMANAGEMENTPLAN–RevisionD 37GibsonRoad,Noosaville Page 14
[OCR of page images]
JF
RAUNT
URBANCONSULTANTS
5.10 MUSIC MODEL
The MUSIC model analysed for the proposed development site is shown in Figure 2.
Roof Area 1
G
Rainwater Tank
Rain Gardens Bio-retention 1
Outfall
Figure 2 -MUSIC Model Layout
5.11 MUSIC RESULTS
The MUSIC pollutant load reductions for the site are detailed in Table 17.
Table 17 - MUSIC results
MUSIC
Required Load Objective
Parameter . Results .
reduction . Achieved
Achieved
Total Suspended Solids 80.0% 93.4% Yes
Total Phosphorus 60.0% 80.5% Yes
Total Nitrogen 45.0% 45.1% Yes
Gross Pollutants 90.0% 100.0% Yes
Table 17 demonstrates that the pollutant load reduction objectives for the site have been achieved. The water
quality devices proposed for the site are adequate in achieving satisfactory pollutant levels output from the site.
SITE BASED STORMWATER MANAGEMENT PLAN — Revision D 37 Gibson Road, Noosaville 14
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