Engineering Hydrology Plans (IWMP)

   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 10 and Table 11 present the overall load-based outputs at the
   receiving node. It is to be noted that the site and road catchments have been
   reported separately to demonstrate compliance with the WQO.

   Table 10: MUSIC Results – Load-Based Pollutant Outputs at Outlet to Site

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

  Flow           21.10             19.20             8.9               -          -

  TSS            5,500             1,030            81.3             80%          


   TP             10.4              3.9             62.5             60%          


   TN             67.4             32.2             52.2             45%          


   GP             480                0               100             90%          



   Table 11: MUSIC Results – Load-Based Pollutant Outputs for Road Area

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

  Flow            12.9             12.5              2.8               -          -

  TSS            4,680             914              80.5             80%          


   TP             8.19              2.9             64.5             60%          


   TN             41.1             21.8              47              45%          


   GP             293                0               100             90%          





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aquaintel

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 10 and Table 11 present the overall load-based outputs at the
receiving node. It is to be noted that the site and road catchments have been
reported separately to demonstrate compliance with the WQO.

Table 10: MUSIC Results — Load-Based Pollutant Outputs at Outlet to Site

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Reduction
Unmitigated Mitigated : Target .
Pollutant (kg/yr) (kg/yr) nee) Reduction Compliance
Flow 21.10 19.20 8.9 - -
Tss 5,500 1,030 81.3 80% v
TP 10.4 3.9 62.5 60% v
TN 67.4 32.2 52.2 45% v
GP 480 ) 100 90% v
Table 11: MUSIC Results — Load-Based Pollutant Outputs for Road Area
Reduction
Unmitigated Mitigated . Target .
Ach
Pollutant (kg/yr) (kg/yr) cI ee Reduction Compliance
Flow 12.9 12.5 2.8 - -
TSS 4,680 914 80.5 80% v
TP 8.19 2.9 64.5 60% v
TN 41.1 21.8 47 45% v
GP 293 0 100 90% v

 

 

 

 

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