- Latest available (Revised)
- Original (As adopted by EU)
Commission Directive 2012/49/EU of 10 December 2012 amending Annex II to Directive 2006/87/EC of the European Parliament and of the Council laying down technical requirements for inland waterway vessels (Text with EEA relevance)
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This is the original version (as it was originally adopted).
Annex II to Directive 2006/87/EC is amended as follows:
the list of contents is amended as follows:
the following Chapter 14a is inserted:
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Definitions
—
General provisions
—
Application for type approval
—
Type approval procedure
—
Amendment of type approvals
—
Conformity
—
Acceptance of equivalent approvals
—
Checking of serial numbers
—
Conformity of production
—
Non-conformity with the type-approved on-board sewage treatment plant type
—
Random sample measurement/Special test
—
Competent authorities and technical services’;
the following entries are added:
—
On-board sewage treatment plants - Supplementary provisions and certificate models
—
On-board sewage treatment plants - Test procedure’;
the following Chapter 14a is inserted:
For the purposes of this Chapter:
“on-board sewage treatment plant” means a sewage treatment plant of compact design for treating the quantities of domestic waste water accruing on board;
“type approval” means the decision whereby the competent authority confirms that an on-board sewage treatment plant satisfies the technical requirements of this Chapter;
“special test” means the procedure carried in accordance with Article 14a.11 whereby the competent authority ensures that the on-board sewage treatment plant operated in a craft satisfies the requirements of this Chapter;
“manufacturer” means the person or body who is responsible to the competent authority for all aspects of the type approval procedure and for ensuring conformity of production. This person or body does not have to be involved in all stages of the construction of the on-board sewage treatment plant. If the on-board sewage treatment plant is converted by modifications or retrofitting after its original manufacture for use on a craft for the purposes of this Chapter, the person or body having carried out the modifications or retrofitting is considered as the manufacturer;
“information document” means the document set out in Appendix VI, Part II that lists the information to be supplied by an applicant;
“information folder” means the complete set of data, drawings, photographs or other documents supplied by the applicant to the technical service or the competent authority as prescribed in the information document;
“information package” means the information folder plus any test reports or other documents that the technical service or the competent authority have added to the information folder in the course of their duties;
“type approval certificate” means the document drawn up in accordance with Appendix VI, Part III with which the competent authority certifies the type approval;
“on-board sewage treatment plant parameters record” means the document drawn up in accordance with Appendix VI, Part VIII which records all parameters, including components of and adjustments to the on-board sewage treatment plant having an effect on the level of sewage treatment, including modifications thereto;
“manufacturer’s guide to checking the components and parameters relevant to sewage treatment” means the document compiled in accordance with Article 14a.11(4) for the purpose of implementing the special test;
“domestic waste water” means waste water from galleys, dining rooms, washrooms and laundries and faecal water;
“sewage sludge” means residues accruing from operation of a sewage treatment plant on board a craft.
On-board sewage treatment plants shall comply with the limit values set out in Table 1 during the type test.
Table 1 | ||
Limit values to be observed in operation in the outflow of the on-board sewage treatment plant (test plant) during the type test | ||
a Member States may implement equivalent procedures. | ||
b Instead of the chemical oxygen demand (COD) the total organic carbon (TOC) may also be referred to for the check. | ||
Parameter | Concentration | Sample |
---|---|---|
Biochemical oxygen demand (BOD5) ISO 5815-1 and 5815-2 (2003)a | 20 mg/l | 24h composite sample, homogenised |
25 mg/l | Random sample, homogenised | |
Chemical oxygen demand (COD)b ISO 6060 (1989)a | 100 mg/l | 24h composite sample, homogenised |
125 mg/l | Random sample, homogenised | |
Total organic carbon (TOC) EN 1484 (1997)a | 35 mg/l | 24h composite sample, homogenised |
45 mg/l | Random sample, homogenised |
During operation the control values set out in Table 2 shall be observed.
Table 2 | ||
Control values to be observed in the outflow of the on-board sewage treatment plant during operation on board passenger vessels | ||
a Member States may implement equivalent procedures. | ||
b Instead of the chemical oxygen demand (COD) the total organic carbon (TOC) may also be referred to for the check. | ||
Parameter | Concentration | Sample |
---|---|---|
Biochemical oxygen demand (BOD5) ISO 5815-1 and 5815-2 (2003)a | 25 mg/l | Random sample, homogenised |
Chemical oxygen demand (COD)b ISO 6060 (1989)a | 125 mg/l | Random sample, homogenised |
150 mg/l | Random sample | |
Total organic carbon (TOC) EN 1484 (1997)a | 45 mg/l | Random sample, homogenised |
The respective values in Tables 1 and 2 must not be exceeded in the random sample.
It is equally inadmissible to dilute domestic waste water so as to reduce the specific load and thereby also enable disposal.
name;
type-approval number;
serial number;
year of construction.
the list of on-board sewage treatment plant types including the details as set out in Appendix VI, Part V, for which it has issued, denied or withdrawn approval in the period in question to the other competent authorities each time this list is amended;
if requested to do so by another competent authority,
a copy of the type approval certificate for the on-board sewage treatment plant type, with or without information package, for each type of on-board sewage treatment plant for which it has issued, denied or withdrawn an approval, and, if applicable;
the list of the on-board sewage treatment plants which have been manufactured in accordance with the type approvals issued, as laid down in Article 14a.06(3), which contains the details in accordance with Appendix VI, Part VI.
issue revised pages of the information package as necessary, marking each revised page to show clearly the nature of the change and the date of re-issue. Whenever revised pages are issued, the index to the information package which is attached to the type approval certificate shall also be updated accordingly;
issue a revised type approval certificate (with an extension number) if any information on it (excluding its annexes) has changed or if the minimum requirements of this Chapter have changed since the original approval date. The revised approval certificate shall clearly show the reason for its modification and the date of the re-issue.
Should the competent authority which issued the type approval find that new trials or tests are justified owing to a modification made to the information package, it shall notify the manufacturer of this fact and issue the documents specified above only after new trials or tests have been successfully completed.
Member States can recognize type approvals for on-board sewage treatment systems based on different standards for the use on their national waterways. These type approvals should be notified to the Commission.
At irregular intervals the competent authority shall carry out functionality checks on the on-board sewage treatment plant by means of random sample measurements to check the values set out in Article 14a.02(2), Table 2.
Should the competent authority find that the values of the random sample measurements do not conform with the values set out in Article 14a.02(2), Table 2, it may demand:
that the defects in the on-board sewage treatment plant be remedied so as to ensure that it runs properly;
that the on-board sewage treatment plant be made to conform with the type approval again; or
that a special test be carried out in accordance with paragraph 3.
Once the non-conformities have been remedied and the on-board sewage treatment plant has been made to conform with the type approval again, the competent authority may carry out new random sample measurements.
If the defects are not remedied or the conformity of the on-board sewage treatment plant with the specifications of the type approval is not restored, the competent authority shall seal the on-board sewage treatment plant and inform the inspection body to make an entry to that effect in item 52 of the vessel certificate.
Should the competent authority come to the conclusion that the on-board sewage treatment plant is not in conformity with the type-approved on-board sewage treatment plant type, it may take the following actions:
demand that:
the conformity of the on-board sewage treatment plant be restored; or
the type approval in accordance with Article 14a.05 be amended accordingly; or
order measurement in accordance with the test specification as set out in Appendix VII.
If conformity is not restored or the type approval is not amended accordingly, or if it becomes apparent from the measurements made in accordance with point (b) that the limit values laid down in Article 14a.02(2), Table 1 are not complied with, the competent authority shall seal the on-board sewage treatment plant and inform the inspection body to make an entry to that effect in item 52 of the vessel certificate.
a specification of the on-board sewage treatment plant type with a process description and an indication of whether waste-water storage tanks are to be installed upstream of the on-board sewage treatment plant;
a list of the components specific to sewage treatment;
the design and dimensioning criteria, dimensioning specifications and regulations applied;
a schematic representation of the on-board sewage treatment plant with identifying features of the approved treatment-relevant components (e.g. part numbers on the components).
Member States shall notify the Commission of the names and addresses of the competent authorities and technical services responsible for carrying out the functions outlined in this Chapter. The technical services shall satisfy the European standard on general requirements for the competence of testing and calibration laboratories (EN ISO/IEC 17025: 2005 - 8), taking the following conditions into account:
manufacturers of on-board sewage treatment plants cannot be recognised as technical services;
for the purposes of this Chapter a technical service may, with the agreement of the competent authority, make use of facilities external to its own laboratory.’;
Article 15.14(1) is replaced by the following:
in the table of Article 24.02(2) the following entries relating to Chapter 14a are inserted after the entries for Chapter 12:
CHAPTER 14a | ||
---|---|---|
‘Article 14a.02(2), Tables 1 and 2 and paragraph 5 | Limit/control values and type approvals | NRC, as long as (a) the limit and control values do not exceed the values according to Article 14a.02 by more than the factor 2; (b) the on-board sewage treatment plant has a manufacturer’s or expert’s certificate confirming that it can cope with the typical loading patterns on board the craft; and (c) a system of sewage sludge management is in place for it which is appropriate to the conditions of operating a sewage treatment plant aboard a passenger vessel;’ |
in the table of Article 24.06(5) the following entries relating to Chapter 14a are inserted after the entries for Chapter 11:
CHAPTER 14a | |||
---|---|---|---|
‘Article 14a.02(2), Tables 1 and 2 and paragraph 5 | Limit/control values and type approvals | NRC, as long as (a) the limit and control values do not exceed the values according to Article 14a.02 by more than the factor 2; (b) the on-board sewage treatment plant has a manufacturer’s or expert’s certificate confirming that it can cope with the typical loading patterns on board the craft; and (c) a system of sewage sludge management is in place for it which is appropriate to the conditions of operating a sewage treatment plant aboard a passenger vessel; | 1.12.2013’ |
in the table of Article 24a.02(2) the following entries relating to Chapter 14a are inserted after the entry for Chapter 12:
CHAPTER 14a | ||
---|---|---|
‘Article 14a.02(2), Tables 1 and 2 and paragraph 5 | Limit/control values and type approvals | NRC, as long as (a) the limit and control values do not exceed the values according to Article 14a.02 by more than the factor 2; (b) the on-board sewage treatment plant has a manufacturer’s or expert’s certificate confirming that it can cope with the typical loading patterns on board the craft; and (c) a system of sewage sludge management is in place for it which is appropriate to the conditions of operating a sewage treatment plant aboard a passenger vessel;’ |
the following appendices VI to VII are added:
manufacturer’s trademark or trade name;
on-board sewage treatment plant type and serial number of the plant;
number of the type approval in accordance with Part IV of this Appendix;
year of construction of the on-board sewage treatment plant.
The marking must be affixed in such a way that it is clearly visible after the on-board sewage treatment plant has been fitted with all the auxiliary equipment necessary for its operation.
If necessary, the on-board sewage treatment plant must bear an additional removable plate made of a durable material which must contain all the information in referred to in point 1.1 and which shall be affixed in such a way that that information is clearly legible and easily accessible after the on-board sewage treatment plant has been installed in a craft.
The procedure for testing an on-board sewage treatment plant is laid down in Appendix VII.
ensure that procedures are in place for the effective control of the quality of the product;
have access to the testing equipment necessary for checking conformity with each type-approved type;
ensure that the results of the tests are recorded and that these records and the relevant documentation remain available for a period to be agreed with the competent authority;
analyse closely the results of each type of test, in order to verify and ensure the consistency of the on-board sewage treatment plant’s characteristics, making allowance for normal variations in series production;
ensure that any samples from on-board sewage treatment plants or test pieces revealing apparent non-conformity in the type of test in question give rise to further sampling and testing, all necessary measures being taken to restore conformity of production.
The test and production documentation shall be made available to the tester at each test.
If the quality of the tests appears unsatisfactory, the following procedure shall be applied:
one on-board sewage treatment plant shall be taken from the series and tested by means of random sample measurements in the normal load condition of the Appendix VII after one day operation. The treated sewage must according to the test methods in Appendix VII not exceed the values set out in Article 14a.02(2), Table 2;
should any on-board sewage treatment plant taken from the series fail to satisfy the requirements laid down in point 3.3.2.1 the manufacturer may ask for random sample measurements to be carried out on a number of on-board sewage treatment plants of the same specification taken from the series. This new sample must include the on-board sewage treatment plant originally taken. The manufacturer shall determine the scope n of the series in consultation with the competent authority. The on-board sewage treatment plants shall undergo testing by means of random sample measurement with the exception of the plant originally taken. The arithmetical mean of the results obtained with the random sample of the on-board sewage treatment plant must then be determined. The series production shall be regarded as conforming with requirements if the following condition is fulfilled:
where:
is a statistical factor which is dependent on n and is given in the following table:
n | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
k | 0,973 | 0,613 | 0,489 | 0,421 | 0,376 | 0,342 | 0,317 | 0,296 | 0,279 | 0,265 | 0,253 | 0,242 | 0,233 | 0,224 | 0,216 | 0,21 | 0,203 | 0,198 |
is the admissible limit value set out in Article 14a.02(2) Table 2 for each pollutant studied;
On-board sewage treatment plant type: …
…
…
Name and address of manufacturer’s authorised representative, if any: …
…
…
…
…
Annexes:
Date, signature of on-board sewage treatment plant manufacturer
… …
Seal of the competent authority
Type approval No: … Extension No: …
Notification of issuance/extension/refusal/withdrawal(2) of type approval for an on-board sewage treatment plant type in accordance with Directive 2006/87/EC
Reason for extension, if applicable: …
…
…
Position: …
Method of attachment: …
…
Name and address of manufacturer’s authorised representative, if any:
…
…
…
…
…
…
…
…
…
The type approval is issued/extended/refused/withdrawn(4):
Place: …
Date: …
Signature: …
Appendices:
Information folder
Test results (see Annex 1)
a No limit values exist for the inflow. | ||||||
Location: | Sample type | Number of tests that meet the limit-values | Min | Max | Mean | |
---|---|---|---|---|---|---|
Value | Phase | |||||
Inflow | 24h composite samples | —a | ||||
Outflow | 24h composite samples | |||||
Inflow | Random samples | — | ||||
Outflow | Random samples |
Location: | Sample type | Number of tests that meet the limit-values | Min | Max | Mean | |
---|---|---|---|---|---|---|
Value | Phase | |||||
Inflow | 24h composite samples | — | ||||
Outflow | 24h composite samples | |||||
Inflow | Random samples | — | ||||
Outflow | Random samples |
Location: | Sample type | Number of tests that meet the limit-values | Min | Max | Mean | |
---|---|---|---|---|---|---|
Value | Phase | |||||
Inflow | 24h composite samples | — | ||||
Outflow | 24h composite samples | |||||
Inflow | Random samples | — | ||||
Outflow | Random samples |
Location: | Sample type | Number of tests that meet the limit-values | Min | Max | Mean | |
---|---|---|---|---|---|---|
Value | Phase | |||||
Inflow | 24h composite samples | — | ||||
Outflow | 24h composite samples | |||||
Inflow | Random samples | — | ||||
Outflow | Random samples |
Parameter | Sample type | Min | Max | Mean |
---|---|---|---|---|
BOD5 | 24h composite samples | |||
BOD5 | Random samples | |||
COD | 24h composite samples | |||
COD | Random samples | |||
TOC | 24h composite samples | |||
TOC | Random samples | |||
SRF | 24h composite samples | |||
SRF | Random samples |
Parameter | Inflow | Outflow |
---|---|---|
pH | ||
Conductivity | ||
Temperature of liquid phases |
Concentration of dissolved oxygen in the bioreactor
Dry matter content in the bioreactor
Temperature in the bioreactor
Ambient temperature
…
…
…
…
Place, date: … Signature: …
The number shall consist of four sections separated by the “*” character.
The small letter “e” followed by the distinguishing number of the State issuing the type-approval:
for Germany
for France
for Italy
for the Netherlands
for Sweden
for Belgium
for Hungary
for the Czech Republic
for Spain
for the United Kingdom
for Austria
for Luxembourg
for Switzerland
for Finland
for Denmark
for Romania
for Poland
for Portugal
for Greece
for Ireland
for Slovenia
for Slovakia
for Estonia
for Latvia
for Bulgaria
for Lithuania
for Cyprus
for Malta
The indication of the requirement level. The requirements regarding purification efficiency are likely to be stepped up in the future. The different requirement levels are denoted by Roman numerals, starting at level I.
A four-digit sequential number (with leading zeroes as applicable) to denote the base type-approval number. The sequence shall start from 0001.
A two-digit sequential number (with leading zero if applicable) to denote the extension. The sequence shall start from 01 for each number.
e 4*I*0003*00
e 1*II* 0004*02
Seal of the competent authority
List No: …
Period from … to …
Seal of the competent authority
List No: …
For the period from: … to: …
The following information is supplied relating to on-board sewage treatment plant types and type approval numbers of on-board sewage treatment plants manufactured within the above period in accordance with the provisions of Directive 2006/87/EC:
Make (manufacturer’s company name): …
Manufacturer’s designation for the on-board sewage treatment plant type: …
…
Type approval number: …
Date of issue: …
Date of first issue (in the case of extensions): …
Serial number of the on-board sewage treatment plant:
… 001 | … 001 | … 001 |
… 002 | … 002 | … 002 |
. | . | . |
. | . | . |
. | . | . |
… m | … p | … q |
Seal of the competent authority
On-board sewage treatment plant characteristics | Purification efficiency | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
No | Date of type approval | Type approval number | Make | On-board sewage treatment plant type | Daily vol. flow rate of sewage Qd (m3/d) | Daily BOD5 pollution load (kg/d) | BOD5 | COD | TOC | |||||
24 h composite sample | Random-sample | 24 h composite sample | Random-sample | 24 h composite sample | Random-sample | |||||||||
…
…
The on-board sewage treatment plant shall be tested and the test results recorded on separate sheets which shall be individually numbered, signed by the inspector and attached to this record.
Testing shall be carried out on the basis of the manufacturer’s guide to checking the components and parameters of the on-board treatment plant relevant to sewage treatment in accordance with Article 14a.01(10). In justified individual cases inspectors may at their own discretion dispense with checking certain plant components or parameters.
During the test at least one random sample shall be taken. The results of the random sample measurement shall be compared with the control values set out in Article 14a.02(2), Table 2.
This is to certify that the on-board sewage treatment plant tested does not diverge to an inadmissible extent from the parameters and control values for operation specified in Article 14a.02(2), Table 2 are not exceeded.
Name and address of inspection body: …
…
…
Name of inspector: …
Place and date: …
Signature: …
Test recognised by competent authority: …
…
…
Place and date: …
Signature: …
Seal of the competent authority
Name and address of inspection body: …
…
…
Name of inspector: …
Place and date: …
Signature: …
Test recognised by competent authority: …
…
…
Place and date: …
Signature: …
Seal of the competent authority
Name and address of inspection body: …
…
…
Name of inspector: …
Place and date: …
Signature: …
Test recognised by competent authority: …
…
…
Place and date: …
Signature: …
Seal of the competent authority
Name of vessel: … Unique European Vessel Identification Number: …
Manufacturer: … Plant type: …
(Make/trademark/manufacturer’s trade name) (Manufacturer’s designation)
Type approval No: … Year of construction of on-board sewage treatment plant: …
Serial number of on-board sewage treatment plant: … Site of installation: …
(Serial number)
The on-board sewage treatment plant and its treatment-relevant components were identified from the data plate. The test was carried out on the basis of the manufacturer’s guide to checking the plant components and parameters relevant to sewage treatment.
Additional treatment-relevant components which are listed in the manufacturer’s guide to checking the plant components and parameters relevant to sewage treatment or Part II Annex 4 are to be entered here.
a Specify as appropriate. | ||||
Component | Identified component number | Conformitya | ||
---|---|---|---|---|
| | | ||
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| | | ||
| | | ||
| | |
a Place a cross in the appropriate box. | |||
Parameter | Value obtained | Conformitya | |
---|---|---|---|
BOD5 | | | |
COD | | | |
TOC | | |
…
(The following deviating settings, modifications or alterations to the installed on-board sewage treatment plant were found.)
…
…
…
…
…
…
Name of inspector: …
Place and date: …
Signature: …
Type approvals in Resolution 2010-II-27 of the Central Commission for the Navigation on the Rhine of 9 December 2010
The test specification shall be used to verify the suitability of on-board sewage treatment plants on passenger vessels.
In this procedure, the process and treatment technology used shall be examined and approved by means of a test plant. Conformity of the test plant with the treatment plants in service later is assured by applying identical design and dimensioning criteria.
The test plant for a range of on-board sewage treatment plant types shall be tested by a technical service. The test conditions at the test site are the responsibility of the technical service and must correspond to the conditions specified here.
The test shall be carried out on the basis of the information document in accordance with Appendix VI, Part II.
The on-board sewage treatment plants shall be dimensioned and designed such that the limit values specified in Article 14a.02(2), Tables 1 and 2 in their outflow are not exceeded in the course of their operation.
Prior to commencement of the test the manufacturer shall supply the technical service with structural and process specifications of the test plant, to include a complete set of drawings and supporting calculations in accordance with Appendix VI, Part II, and shall provide full information on the on-board sewage treatment plant’s requirements in terms of installation, operation and maintenance. The manufacturer shall supply the technical service with information on the mechanical, electrical and technical safety of the on-board sewage treatment plant to be tested.
For the purpose of the test, the manufacturer shall install the test plant in such a way as to correspond to the intended installation conditions on board passenger vessels. Prior to testing the manufacturer must assemble the on-board sewage treatment plant and put it into service. Start-up must be in accordance with the manufacturer’s operating instructions and shall be checked by the technical service.
The manufacturer shall notify the technical service of the nominal duration of the run-in phase up to normal operation in weeks. The manufacturer shall specify the point where the run-in phase is deemed to be complete and testing may commence.
Domestic raw sewage shall be used for testing the test plant. The inflow characteristics as regards pollutant concentrations shall be obtained from the on-board sewage treatment plant manufacturer’s dimensioning documentation in accordance with Appendix VI, Part II by forming the quotient for the flow rate of organic substances in the form of a BOD5 load in kg/d and the design flow rate of sewage Qd in m3/d. The inflow characteristics shall be set accordingly by the inspection body.
Should application of formula 1 result in a lower average BOD5 concentration of less than CBOD5mean = 500 mg/l, at least a mean BOD5 concentration in the inflow water of CBOD5,min = 500 mg/l shall be set.
The technical service must not break up the inflowing raw sewage in a comminatory. Removal of sand (e.g. by screening out) is permissible.
The test period shall comprise 30 test days. The test plant shall be fed on the test field with domestic waste water in accordance with the loading specified in Table 1. Various loading phases shall be covered, with the test sequence taking account of normal loading phases and special loading phases such as overload, underload and stand-by operation. The duration of each loading phase (number of test days) is set out in Table 1. The mean daily hydraulic load for each loading phase shall be set in accordance with Table 1. The mean pollutant concentration, to be set in accordance with point 2.4, shall be kept constant.
Load settings for each loading phase
Phase | Number of test days | Daily hydraulic load | Pollutant concentration |
---|---|---|---|
Normal load | 20 days | Qd | CBOD5 in accordance with 2.4 |
Overload | 3 days | 1,25 Qd | CBOD5 in accordance with 2.4 |
Underload | 3 days | 0,5 Qd | CBOD5 in accordance with 2.4 |
Stand-by | 4 days | Day 1 and day 2: Qd= 0 Day 3 and day 4: Qd | CBOD5 in accordance with 2.4 |
The special load phases overload, underload and stand-by operation shall be carried out consecutively without interruption; the normal load phase shall be divided into several part phases. The test shall start and end with a normal load phase, of at least five days’ duration in each case.
Daily hydraulic feeding hydrographs shall be set, depending on the specified operation of the on-board sewage treatment plant. The daily hydraulic feeding hydrograph shall be selected in accordance with the plant operation concept for the on-board sewage treatment plant. A distinction shall be made according to whether the on-board treatment plant is to be operated with or without an upstream sewage storage tank. The feeding hydrographs (daily hydrographs) are shown in Figure 1 and Figure 2.
Throughout the entire test period the hourly inflow must remain constant. The mean hourly volumetric flow rate of sewage Qh,mean is equivalent to 1/24 of the daily hydraulic load according to Table 1. The inflow shall be measured continuously by the technical service. The daily hydrograph must keep within a ± 5 % tolerance.
Figure 1
Daily hydrograph for feeding of on-board sewage treatment plant with upstream sewage storage tank
Figure 2
Daily hydrograph for feeding of on-board sewage treatment plant without upstream sewage storage tank
It may be necessary to interrupt the test if the test plant can no longer be operated properly due to power failure or the malfunction of a subassembly. The test may be interrupted for the duration of the repair. In such cases it is not necessary to repeat the whole of the test, only the loading phase in which the subassembly malfunction took place.
After the test is interrupted for a second time, the technical service shall decide whether the test may be continued or must be cancelled. The grounds for the decision must be stated and documented in the test report. Should the test be cancelled it must be repeated in full.
The technical service shall take samples from the inflow to the test plant and analyse them in order to confirm conformity with the inflow characteristics. Sewage samples shall be taken from the outflow of the test plant and analysed to determine the purification efficiency and compliance with the required outflow limit values. Sampling carried out shall include both simple random samples and 24h composite samples. In the case of the 24h composite samples, either time-proportional or flow-proportional sampling may be carried out. The type of 24h composite sample shall be specified by the inspection body. Sampling in the inflow and outflow shall be carried out simultaneously and to the same degree.
In addition to the control parameters BOD5, COD and TOC the following parameters for inflow and outflow shall be measured in order to describe and represent the environmental and test conditions:
solids removable by filtration (SRF);
pH;
conductivity;
temperature of liquid phases.
The number of examinations varies according to the relevant loading phase and is set out in Table 2. The number of samplings relates to the inflow or outflow of the test plant.
Specification of the number and timing of samplings in the inflow and outflow of the test plant
Total number of 24h composite samples: 14 | |||
Total number of random samples: 14 | |||
Loading phase | Number of test days | Number of samplings | Specification of timing of samplings |
---|---|---|---|
Normal load | 20 days | 24h composite samples: 8 Random samples: 8 | Sampling at regular intervals throughout the period |
Overload | 3 days | 24h composite samples: 2 Random samples: 2 | Sampling at regular intervals throughout the period |
Underload | 3 days | 24h composite samples: 2 Random samples: 2 | Sampling at regular intervals throughout the period |
Stand-by | 4 days | 24h composite samples: 2 Random samples: 2 | 24h composite sample: Sampling after inflow switched on and 24h later. Random sample: 1 hour after inflow switched on and 24h later. |
Where applicable, the following operating parameters shall also be measured from the random samples taken:
concentration of dissolved oxygen in the bioreactor;
dry matter content in the bioreactor;
temperature in the bioreactor;
ambient temperature;
other operating parameters in accordance with the manufacturer’s operating instructions.
In order to document the determined purification efficiency and to check adherence to process limit values, the minimum sample value (Min), the maximum sample value (Max) and the arithmetical mean (Mean) shall be specified as well as the individual measurement results for control parameters BOD5, COD and TOC.
The loading phase shall also be given for the maximum sample value. Evaluations shall be carried out for all loading phases jointly. The results shall be processed as shown in the following table:
Specification for the statistical processing of data gathered — evaluation to document compliance with outflow limit values
a No limit values exist for the inflow. | ||||||
Parameter | Sampling type | Number of test that meet the limit values | Mean | Min | Max | |
---|---|---|---|---|---|---|
Value | Phase | |||||
Inflow BOD5 | 24h composite samples | —a | ||||
Outflow BOD5 | 24h composite samples | |||||
Inflow BOD5 | random samples | — | ||||
Outflow BOD5 | random samples | |||||
Inflow COD | 24h composite samples | — | ||||
Outflow COD | 24h composite samples | |||||
Inflow COD | random samples | — | ||||
Outflow COD | random samples | |||||
Inflow TOC | 24h composite samples | — | ||||
Outflow TOC | 24h composite samples | |||||
Inflow TOC | random samples | — | ||||
Outflow TOC | random samples | |||||
Inflow SRF | 24h composite samples | — | ||||
Outflow SRF | 24h composite samples | |||||
Inflow SRF | random samples | — | ||||
Outflow SRF | random samples |
Specification for the statistical processing of data gathered — evaluation to document purification efficiency
Parameter | Sampling type | Mean | Min | Max |
---|---|---|---|---|
Elimination efficiency BOD5 | 24h composite samples | |||
Elimination efficiency BOD5 | Random samples | |||
Elimination efficiency COD | 24h composite samples | |||
Elimination efficiency COD | Random samples | |||
Elimination efficiency TOC | 24h composite samples | |||
Elimination efficiency TOC | Random samples | |||
Elimination efficiency SRF | 24h composite samples | |||
Elimination efficiency SRF | Random samples |
The remaining parameters in accordance with 3.3(b) to (d) and the operating parameters in accordance with 3.3 shall be summarised in a table specifying the minimum sample result (Min), the maximum sample result (Max) and the arithmetical mean (Mean).
The limit values in accordance with Article 14a.02(2) Tables 1 and 2 shall be deemed to be upheld, when each value for the parameters COD, BOD5 and TOC:
the mean values of the total of 14 outflow samples; and
at least 10 of the total of 14 outflow samples do not exceed the specified limit values for 24h composite samples and random samples.
Throughout the testing the test plant shall be operated in accordance with the manufacturer’s specifications. Routine checks and maintenance work shall be carried out in compliance with the manufacturer’s operation and maintenance instructions. The excess sludge generated by the biological purification process may only be removed from the on-board sewage treatment plant if this is specified by the manufacturer in their operation and maintenance instructions. All maintenance work carried out shall be recorded by the technical service and documented in the test report. During the test no unauthorised persons may have access to the test plant.
The parameters to be studied shall be analysed using approved standard procedures. The standard procedure applied shall be specified.
details on the plant tested, such as its type, information on the nominal daily pollutant load and the dimensioning principles applied by the manufacturer;
information on the conformity of the on-board sewage treatment plant tested with the documentation provided before the testing;
information on individual measurement results, as well as on the evaluation of the plant’s purification efficiency and compliance with the required outflow limit values;
details on the removal of excess sludge, such as the size of the volumes removed and the frequency of removal;
information on all operation, maintenance and repair work carried out during testing;
information on any deterioration in the quality of the on-board sewage treatment plant occurring during testing as well as any interruptions of testing;
information on any problems arising during testing;
a list of responsible persons involved in the type testing of the on-board sewage treatment plant, giving their names and job titles;
name and address of the laboratory which carried out the analysis of the waste water samples;
analysis methods applied.
DE | EN |
---|---|
Normallast | Normal load |
Überlast | Overload |
Unterlast | Underload |
Stand By | Stand-by |
Hydraulische Belastung Qd | Hydraulic load Qd |
Tag | Day |
The International Standards ISO 5815 and 5815-2: 2003 stipulate that in order to carry out the analysis to determine biochemical oxygen demand after five days water samples should be stored immediately after sampling and up to the time of analysis in a brim-full, tightly sealed bottle at a temperature of 0–4 °C. The process of determining BOD5 should be initiated as soon as possible or at least within twenty-four hours of completion of sampling.
In order to prevent biochemical degradation processes starting in the 24h composite sample, in practice the water sample is cooled to a maximum of 4 °C while sampling continues, and is stored at this temperature once the sampling process is complete.
Suitable sampling equipment is commercially available.”
Operating phases
The following operating phases shall be defined for testing:
Stand-by operation is when the on-board sewage treatment plant is running but has not been fed with sewage for more than a day. An on-board sewage treatment plant may be in stand-by operation when, for example, the passenger vessel is not in service for an extended period and sits idle at its mooring.
Emergency operation is when individual subassemblies of an on-board sewage treatment plant have malfunctioned, so that the sewage cannot be treated as intended.
Run-down, standstill and restart operation is when an on-board sewage treatment plant is taken out of service for an extended period (winter mooring) and the power supply is switched off, or when the on-board sewage treatment plant is started up again at the beginning of the season.
Specify as appropriate.
In case tests are made by the competent authority mark “not relevant”.
Specify as appropriate.
To include by tester.
Specify as appropriate.
In case of more test cycles indicate for each cycle.
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