Engineering_Integrated Water Management Plan

   2.5 Results

   MUSIC modelling of the proposed treatment train for the tavern site at Noosa Fair,
   was performed to ensure the identified load based Water Quality Objectives were
   achieved. Table 11 presents the water quality results of the parts of the
   development that will remain privately owned; those being the tavern and
   associated commercial, residential and specialty shops. Whilst Table 12 highlights
   the results of the road areas being dedicated to Council. It is to be noted that the
   site and road catchments have been reported separately to demonstrate compliance
   with the WQO.

   Table 11: MUSIC Results – Load-Based Pollutant Outputs of the Development Site

                                                Reduction
             Unmitigated        Mitigated                         Target
Pollutant                                       Achieved                            Compliance
               (kg/yr)           (kg/yr)                         Reduction
                                                   (%)

  Flow           24.30            22.60            7.1               -                  -

  TSS            5930             1150             80.6            80%                  


   TP            11.5              4.5             61.1            60%                  


   TN            77.5             42.6             45.0            45%                  


   GP            554               23               96             90%                  



   Table 12: MUSIC Results – Load-Based Pollutant Outputs for New Council Road Area

                                                Reduction
             Unmitigated        Mitigated                         Target
Pollutant                                       Achieved                            Compliance
               (kg/yr)           (kg/yr)                         Reduction
                                                   (%)

  Flow           10.9             10.7             1.6               -                  -

  TSS            4320             836              80.7            80%                  


   TP            7.41              2.6              65             60%                  


   TN            34.6             18.3              47             45%                  


   GP            248                0              100             90%                  





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[OCR of page images]
 

2.5 Results

MUSIC modelling of the proposed treatment train for the tavern site at Noosa Fair,
was performed to ensure the identified load based Water Quality Objectives were
achieved. Table 11 presents the water quality results of the parts of the
development that will remain privately owned; those being the tavern and
associated commercial, residential and specialty shops. Whilst Table 12 highlights
the results of the road areas being dedicated to Council. It is to be noted that the
site and road catchments have been reported separately to demonstrate compliance
with the WQO.

Table 11: MUSIC Results — Load-Based Pollutant Outputs of the Development Site

 

 

 

 

 

 

 

eee ee ee nbd itt | compliance
Flow 24.30 22.60 7.1 - -
TSS 5930 1150 80.6 80% v
TP 11.5 45 61.1 60% v
TN 775 42.6 45.0 45% v
Gp 554 23 96 90% v

 

 

 

 

 

 

 

Table 12: MUSIC Results — Load-Based Pollutant Outputs for New Council Road Area

 

 

 

 

 

 

 

 

 

 

 

 

 

por eee esr nbd iat | comptiance
Flow 10.9 10.7 1.6 - -
TSS 4320 836 80.7 80% v
TP 741 2.6 65 60% v
TN 34.6 18.3 47 45% v
Gp 248 0 100 90% v

 

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