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DERM Referral Agency response 132006.1168.02
ecoaccessenvironmentaificences and Uerrnit.s
SCHEDULE C TABLE 2 - MASS LOAD LIMITS
Source Release Average Nitrogen 50th Nitrogen Phosphorus Phosphorous
th
Point Annual Percentile' Mass Load 50 Mass Load
Flow' 2 (mg/L) Release Limit Percentile' Release Limit
(ML/year) (Kg/year) (mg/L) (Kg/year)
Noosa
Coastal
STP W3 5110 5 25 550 1 5 110
Notes:
(1) The actual concentrations and annual average flows discharged are not required to be met if the respective mass loads
discharged are able to be met using another mechanism and the increase in actual concentration limits does not
adversely impact on the local receiving environment.
(2) The average annual flow has been calculated from the ADWF multiplied by 1.2 to approximate expected average annual
flows. During average rainfall years it is expected that volumes treated at the sewage treatment plant and volumes
discharged / used for beneficial reuse purposes will approximate these volumes.
(C6) Calculate monthly and yearly mass loads of total nitrogen and total phosphorous discharged at
release point W3. Mass loads are calculated by the following formulae:
monthly mass load = (monthly 50th%ile concentration) x (actual volume discharged)
yearly mass load = (yearly 50'h%ile concentration) x (volume discharged3)
Notes:
(3) The volume for the yearly mass load calculation shall be the lesser of the:
• The actual volume discharged for the period; or
• The theoretical average annual flow identified in Table 2. Mass load limits less any quantity of recycled water
supplied or reused for beneficial purposes.
(C7) Notwithstanding the quality characteristic limits specified in Schedule C Table 1 and Table 2,
the release of contaminants to waters must comply with the following qualitative characteristics:
(i) The release must not have any properties nor contain any organisms or other contaminants
which are capable of causing environmental harm.
(ii) The release must not produce any slick or other visible evidence of oil or grease, nor contain
visible floating oil, grease, scum, litter or other objectionable matter.
Pump Stations
(C8) Pumpstation NV12 located on the bank of Weyba Creek (off Weyba Road), Noosaville must not
release any contaminants to any waters.
(C9) Any pump station whose failure will result in a direct or indirect release of contaminants to waters
must be fitted with a stand-by pump and pump-failure alarm. The pump failure alarm must be able to
operate without mains power.
(C10) Pump station overflows must be screened to prevent the release of gross solids.
(C11) No release of contaminants from the overflow structures or other ancillary works shall occur except
as a result of power failure, excessive rainfall, accidental damage or other emergency.
(C12) The registered operator must implement an effective and appropriate Emergency
Response/Contingency Plan to manage the environmental impacts of any release of contaminants
from pump station and other ancillary equipment.
1 Permit includes licences, approvals, permits, authorisations, certificates, sanctions Page 8 of 21
or equivalent/similar as required by legislation administered by the
Environmental Protection Agency and the Queensland Parks and Wildlife Servic
Environmental Protection Agency Queensland Government
Environmental Protection Agency
www.epa.gld.gov.auw x7 221 158 788 Queensland Parks and vlildil a Service
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