2012 Ocean Ranger Guidebook Revision 3-7-12 - Alaska ...

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2012 Ocean Ranger Guidebook 3-7-12 GENERAL PERMIT NO. 2009DB0026 Page 6 of 45 1.4.1.16 Type(s) of graywater treatment and system capacity in cubic meters per 24 hour period; 1.4.1.17 Average volume of sewage generation per day in cubic meters; 1.4.1.18 Maximum volume of sewage generation per day in cubic meters; 1.4.1.19 Average graywater generation per day in cubic meters for the following sources: 1.4.1.20 Accommodations 1.4.1.21 Galley 1.4.1.22 Laundry 1.4.1.23 Maximum graywater generation per day in cubic meters for the following sources: 1.4.1.24 Accommodations 1.4.1.25 Galley 1.4.1.26 Laundry 1.4.1.27 The method of handling and disposal of sludge produced from the treatment of sewage and graywater. 1.4.1.28 A certification statement related to the use of tributyltin (TBT) paints. 1.4.2 The permittee may satisfy the requirements of this section by completely filling out and signing the NOI contained at the end of this permit or the Cruise Ship NOI posted on the Department’s website. 1.4.3 An original signed copy of the NOI form shall be mailed to the office listed in Section 1.6.3 (Reporting). 1.5 LIMITATIONS AND MONITORING 1.5.1 Unless otherwise specified in this permit, the permittee is authorized to discharge in accordance with the following limitations and monitoring requirements for the term of this general permit. 1.5.1.1 Onboard sampling locations will be the same as those listed in the current and accurate Vessel Specific Sampling Plan (VSSP) approved by the Department under 18 AAC 69.030. 1.5.1.2 All wastewater samples taken to satisfy the state requirements must be collected while the vessel is discharging into marine waters of the state. 72
2012 Ocean Ranger Guidebook 3-7-12 GENERAL PERMIT NO. 2009DB0026 Page 7 of 45 1.5.1.3 In addition, the samples must be representative of the treated sewage and treated graywater that is discharged into marine waters of the state. Treated sewage or treated graywater that is stored in holding tanks may only be discharged into marine waters of the state if the effluent from those tanks is sampled as part of the regulatory sampling regime that is detailed in the current approved VSSP. 1.5.1.4 The permittee shall ensure that the sampling required under this general permit and AS 46.03.465 is conducted by a qualified, approved person in accordance with the current approved Quality Assurance / Quality Control (QA/QC) Plan that is part of the VSSP. The permittee must submit information describing the qualifications of the sampler no later than 21 days before sampling required under this general permit and AS 46.03.465 is to occur. If the Department deems it necessary to confirm the qualifications of the person conducting the sampling, the Department will consider whether the person: 1.5.1.5 Has been trained in sampling methodology, sample handling, chain of custody, field measurements, and quality assurance procedures; and 1.5.1.6 Is familiar with the requirements of the QA/QC plan and the vessel specific sampling plan for the vessel being sampled. 1.5.1.7 The permittee shall ensure that the testing required under this general permit and AS 46.03.465 is conducted by an approved laboratory. 1.5.2 Authorized discharges must comply with the effluent limits and discharge reporting requirements specified in Table 1 and the appropriate Effluent Limit and Discharge Reporting Table (Table 2 through Table 7) contained in this permit for the manufacturer of the wastewater treatment system that is being used to treat the discharge. 1.5.3 If an owner or operator of a large commercial passenger vessel with an advanced wastewater treatment system by a manufacturer other than those listed in Table 2 through Table 6 seeks authorization to discharge wastewater into the marine waters of the state, the permittee will be required to meet the effluent limits contained in Table 1 and Table 7. 1.5.4 The permittee must monitor the parameters listed in Table 1 and the appropriate Effluent Limit and Discharge Reporting Table (Table 2 through Table 7) as per 1.5.2 and 1.5.3 and any additional parameters required under the most recent version of the Department approved QA/QC plan (AS 46.03.465(d)). 1.5.5 All figures in the Effluent Limit and Discharge Reporting Tables represent maximum effluent limits unless otherwise indicated. The permittee must comply with the effluent 73
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