Key Benefits:
Minister of Ecology, Sustainable Development, Transport and Housing,
In light of Directive 2000/60/EC of the European Parliament and of the Council of 23 October 2000, establishing a framework for community water policy;
Considering Directive 2006/11/EC of 15 February 2006 on pollution caused by certain hazardous substances spilled into the aquatic environment of the Community;
Considering the regulations of the European Parliament and Council No. 2037/2000/EC of 29 June 2000 on ozone-depleting substances;
Considering Regulation No. 1272/2008/EC of the European Parliament and of the Council of 16 December 2008 on the classification, labelling and packaging of substances and mixtures, amending and repealing Directives 67/548/EEC and 1999/45/EC and amending Regulation (EC) No. 1907/2006;
Having regard to Regulation No. 1069/2009/EC of the European Parliament and the Council of 21 October 2009 establishing sanitary rules for animal by-products not intended for human consumption;
Having regard to EU Regulation 142/2011 of 25 February 2011 establishing sanitary rules applicable to animal by-products and derivatives not intended for human consumption;
Considering the environmental code, including articles L. 211-1, L. 220-1, L. 511-2, L. 512-7, D. 211-10, D. 211-11 and R. 211-94;
Vu le Decree No. 91-1283 of 19 December 1991 relating to the quality objectives assigned to watercourses, watercourse sections, canals, lakes or ponds and sea waters within territorial boundaries;
Vu le Decree No. 94-469 of 3 June 1994 wastewater collection and treatment Articles L. 372-1-1 and L. 372-3 of the Community Codeand in particular its article 6;
Vu le Decree No. 96-1010 of 19 November 1996 for devices and protection systems intended for use in explosive atmospheres;
Considering the decision of 20 April 1994 on the declaration, classification, packaging and labelling of substances;
Considering the decision of 23 January 1997 on the limitation of noises emitted in the environment by facilities classified for environmental protection;
Having regard to the amended decision of 21 November 2002 on the reaction to the fire of modified construction and development products;
Considering the 14 February 2003 decision on the performance of roofs and roof coverings exposed to an outdoor fire;
Considering the decision of 11 September 2003 on the application of Decree No. 96-102 of 2 February 1996 and fixing the general requirements for sampling under articles L. 214-1 to L. 214-6 of the environmental code and falling under headings 1.1.2.0, 1.2.1.0, 1.2.2.0 or 1.3.1.0 of the nomenclature annexed to the Decree No. 93-743 of 29 March 1993 modified;
Considering the decision of 11 September 2003 on the application of Decree No. 96-102 of 2 February 1996 and fixing the general requirements for surveying, drilling, well-creating or underground work under sections L. 214-1 to L. 214-3 of the Environmental Code and under section 1.1.1.0 of the nomenclature annexed to the Decree No. 93-743 of 29 March 1993 modified;
Considering the Decree of 22 March 2004 on fire resistance of products, construction elements and works;
Having regard to the amended Decree of 20 April 2005 pursuant to the Decree of 20 April 2005 on the National Programme of Action against Aquatic Pollution by Certain Hazardous Substances;
Considering the decision of 31 January 2008 on the register and annual reporting of pollutant emissions and wastes;
In view of the July 7, 2009 Decision on Air and Water Analysis Procedures in CEPAs and Reference Standards;
Considering the 17 July 2009 decision on measures to prevent or limit the introduction of pollutants into groundwater;
In view of the decision of 25 January 2010 on methods and criteria for the assessment of the ecological state, chemical state and ecological potential of surface water under sections R. 212-10, R. 212-11 and R. 212-18 of the Environmental Code;
Considering the decision of 26 July 2010 approving the national water data pattern;
Considering the opinion of the professional organizations concerned;
Considering the advice of the Standards Assessment Advisory Board;
Having regard to the advice of the Higher Council for Technological Risk Prevention of 14 February 2012;
Due to the release of the draft decision on 17 June 2011,
Stop it!
This Order sets out the requirements for classified facilities under heading 2221. It does not apply to existing facilities already authorized under section 2221.
These provisions apply without prejudice to specific requirements supplementing or strengthening which may be accompanied by the registration order under the conditions set out in Articles L. 512-7-3 and L. 512-7-5 of the Environmental Code.
Definition.
For the purpose of this Order, the following means:
"Field of activities covered by section 2221": the only packaging of raw materials, without any other processing or processing on this product, including by cutting, is excluded, whether or not they have been previously processed.
If the only operation on conditioned products is over-frosting and/or freezing without any other processing or processing on this product, over-frosting/confrosting facilities do not fall under this heading.
"Installation": the buildings in which the reception, preparation (including conditioning) and storage and animal products are carried out;
"Animal by-products": within the meaning of Article 3 of Regulation (EC) No 1069/2009 of the European Parliament and of the Council of 21 October 2009 establishing sanitary rules applicable to animal by-products not intended for human consumption, namely "whole bodies or parts of animals, animal products or other products obtained from animals, which are not intended for human consumption, including oocytes,
"Refrigerating premises": local used to store or sort goods in which temperature and/or hygrometry conditions are regulated and maintained according to the product-specific conservation criteria, whether refrigerated (positive temperature) or frozen or frozen (negative temperature).
"QMNA": the minimum monthly (M) (N) flow rate of each calendar year (A). This is the flow rate of a stream.
"QMNA5": the value of the QMNA as it occurs only one year in five on average.
"mix zone": area adjacent to the release point where concentrations of one or more pollutants may exceed environmental quality standards. This area is proportionate and limited near the point of release and does not compromise compliance with environmental quality standards on the rest of the water mass.
"Open circuit refrigeration": any system that allows the return of cooling water to the natural environment after sampling.
"Spandage": any application of waste or effluent on or in agricultural soils.
"A level of odor or concentration of a odorant mixture": conventionally, the dilution factor that must be applied to effluent so that it is no longer felt as odorant by 50% of people who are a population sample.
odour flow: conventionally, the product of the airflow discharged, expressed in m3/h, by the dilution factor at the collection threshold.
"Emergence": the difference between the level of continuous pressure weighted A of ambient noise (operating installation) and residual noise (in the absence of the noise generated by the installation).
"Regulated Areas of Emergence":
― the interior of buildings inhabited or occupied by third parties, existing on the date of the filing of records, and their closest external parts (course, garden, terrace), other than those of buildings located in areas intended to receive artisanal or industrial activities;
―constructible areas defined by urban planning documents that are opposable to third parties and published on the date of the filing of records;
― the interior of buildings inhabited or occupied by third parties that have been established after the date of the filing of records in the constructible areas defined above, and their closest external parts (course, garden, terrace), excluding those of buildings located in areas intended to receive artisanal or industrial activities.
The facility is established, completed and operated in accordance with the plans and other documents attached to the application for registration.
The operator shall enumerate and justify, as appropriate, all arrangements for the design, construction and operation of the facilities to comply with the requirements of this Order.
The operator shall prepare and maintain a record with the following documents:
a copy of the application for registration and the accompanying file;
- the record record maintained and dated based on the modifications to the facility;
― the registration order issued by the prefect and any prefectural order relating to the installation;
― results of effluent and noise measurements over the past five years;
the various documents provided for in this Order:
― the registry that gathers all reports of accidents or incidents made at the inspection of classified facilities;
the risk location plan (see article 8);
- the register indicating the nature and quantity of dangerous products held (see article 9);
the general plan of storage (see article 8);
– the safety data sheets of the products present in the installation (see article 9);
- supporting evidence of fire resistance properties of at-risk premises (see article 11);
- the elements justifying the conformity, maintenance and verification of electrical installations and detection systems (see articles 17 and 20);
- operating instructions (see article 26);
- the record of water sampling measurement results (see Article 29);
― the effluent collection network plan (see Article 31);
― the record of the results of the measurements of the main parameters to ensure the proper operation of the effluent pretreatment facility (see section 42);
― the workbook if applicable (see article 43);
the register of hazardous waste generated by the facility (see article 57);
the program of emission monitoring (see article 58);
― the technical elements to attest to the lack of water emissions of certain products by the installation (see Article 60).
This file is subject to inspection of classified facilities.
5.1. General rules.
The facility is located at a minimum distance of 10 metres from the property limits of the facility.
In the event of technical failure to respect these distances, the operator will propose alternative measures to ensure an equivalent level of safety.
The facility is not above or below premises inhabited or occupied by third parties.
5.2. Cases of facilities located within
of M-type public (ERP) institutions
If the facility is adjoined by third-party premises, the walls, ceilings and adjoining floors are all REI 120.
Without prejudice to urban planning regulations, the operator shall adopt the following provisions, necessary to prevent theft of dust and other materials:
― the roadways and parking areas of the vehicles are fitted (gradient forms, coating, etc.), and properly cleaned;
– vehicles leaving the facility do not cause dust or mud to be deposited on the traffic lanes. For this purpose, provisions such as the washing of the wheels of the vehicles are provided if necessary;
– surfaces where possible are engazed or vegetated;
– vegetation screens are set up, if possible.
The operator shall make appropriate arrangements to integrate the installation into the landscape.
All facilities are maintained clean and maintained continuously.
The premises of the facility, under the control of the operator, are designed and maintained in good condition of cleanliness. Release emissaries and their periphery are the subject of special care.
The operator shall identify, under its responsibility, the parts of the facility that, because of the qualitative and quantitative characteristics of the material being implemented, stored, used or produced, are likely to cause a claim that may have direct or indirect consequences on the interests referred to in section L. 511-1 of the Environmental Code.
The operator has a general plan of workshops and storages indicating these risks.
Without prejudice to the provisions of Labour code, the operator has documents that allow it to know the nature and risks of hazardous products present in the facility, in particular safety data sheets.
The operator maintains a record of the nature and quantity of the inmate hazardous products to which a general storage plan is attached. This registry is available to fire and rescue services.
The premises are maintained clean and regularly maintained, including in order to avoid clusters of hazardous or polluting materials and dust. Cleaning equipment is adapted to the risks posed by products and dust.
All measures are taken at all times to prevent the introduction and sweating of insects and pests and to ensure their destruction.
In general, the constructive provisions aim to ensure that the ruin of a structural element does not result in the chain ruin of the structure of the building, particularly the surrounding premises, and does not promote the collapse of the structure outside the first fire place.
11.1. Fire-risk premises
11.1.1. Definition
Fire-risk premises are the premises identified in section 8, the premises containing the storage of fuel materials such as consumables and raw materials (except refrigerated premises) and the storage premises of finished products identified in the last paragraph of section 11.2. Facilities in public-owned facilities (PPEs) of type M are also considered fire-risk premises.
The fuel storage facilities classified under headings 1510, 1511 or 1530 shall be subject to the general requirements for each of these headings and shall therefore not be subject to the provisions of this Order.
11.1.2. constructive arrangements
The fire-risk premises referred to in 11.1.1 shall have the following minimum reaction and fire-resistance characteristics:
― ensemble of the structure a minima R. 15;
- the exterior walls are constructed of A2s1d0 materials (Bs3d0 for refrigerated premises if they are covered by the last paragraph of section 11.2);
– roofs and roof coverings satisfy the class and index BROOF (t3);
– they are isolated from other premises by a distance of at least 10 meters or by walls, ceilings and floors that are all REI 120;
any communication with another local is made by an EI2 door 120 C equipped with a closed door or automatic shut-off device.
11.2. Other premises (including those containing the process referred to in section 2221, the storage of finished products and refrigerated premises)
Other premises, including those containing the process referred to in section 2221, the storage of finished products and refrigerated premises, have the following minimum reaction and fire resistance characteristics:
― ensemble of the structure a minima R. 15;
- A2s1d0 internal and external walls (Bs3d0 for refrigerated premises);
– roofs and roof coverings satisfy the class and index BROOF (t3);
― any communication with another local is made by an EI2 30 C door equipped with a firm-door or automatic closure device.
The refrigerated premises are on the ground floor.
If the premises, whether refrigerated or not, dedicated to the storage of finished products are more than the quantity produced in two days by the installation under section 2221, these premises are considered to be fire-risk premises. The requirements of this Article shall not apply and such premises shall comply with the requirements of Article 11.1.2.
11.3. Openings
The openings in the separative elements (passing ducts and pipes, conveyors, etc.) are equipped with devices ensuring a degree of fire resistance equivalent to that required for these separative elements.
The evidence of fire resistance properties is retained and maintained at the disposal of the inspection of classified facilities.
I. Accessibility.
The facility has at least access at all times to allow fire and rescue services to be operated.
For the purpose of this Order, "access to installation" means an opening linking the service or public lane and the interior of the site sufficiently sized to allow the entry of emergency equipment and their implementation.
Vehicles whose presence is related to the operation of the facility station without causing any discomfort for the accessibility of emergency equipment from the external traffic lanes to the installation, even outside the operating and opening hours of the facility.
II. - Accessibility of equipment near the facility.
At least one "machine" track is kept clear for traffic on the perimeter of the installation and is positioned so that it cannot be obstructed by the collapse of any or part of the installation.
This "machine" track respects the following characteristics:
- the useful width is at least 3 metres, the free height at a minimum of 3.5 metres and the slope below 15%;
― in the inner radius bends below 50 metres, a minimum R inner radius of 13 metres is maintained and an overwidth of S = 15/R metres is added;
– the track is resistant to the load calculated for a vehicle of 160 kN with a maximum of 90 kN per axle, with a maximum distance of 3.6 metres;
― each point in the perimeter of the installation is at a maximum distance of 60 metres from that track;
― no obstacle is available between access to the installation or ladder and the "machine" path.
In the event of the impossibility of setting up a "machine" track allowing the traffic on the entire perimeter of the installation and if all or part of the track is stale, the last 40 meters of the part of the stale track are of a minimum useful width of 7 meters and a 20 meters diameter overturning area is scheduled at its end.
III. - Displace emergency equipment inside the site.
In order to allow the crossing of emergency equipment, any section of "machine" track of more than 100 linear meters has at least two so-called cross-roads, judiciously positioned, whose characteristics are:
― minimum useful width of 3 meters in addition to the "machine" track;
- minimum length of 10 meters,
presenting the same qualities of slope, bearing force and free height as the "machinery" path.
IV. - Ladder station.
For any installation located in a building of height greater than 8 metres, at least one façade is served by at least one "scale" track allowing the circulation and stationing of the air scales. This ladder is directly accessible from the "machine" track defined in II.
From this path, a ladder accessing at least the entire height of the building can be arranged. The track also meets the following characteristics:
― the useful width is at least 4 meters, the length of the parking area at least 10 meters, the slope at a maximum of 10%;
― in the inner radius bends below 50 metres, a minimum R inner radius of 13 metres is maintained and an overwidth of S = 15/R metres is added;
- no air obstacle hinders the manoeuvre of these scales vertically across the entire track;
- the distance to the façade is 1 meter minimum and 8 meters maximum for parking parallel to the building and less than 1 meter for parking perpendicular to the building;
– the track is resistant to the load calculated for a vehicle of 160 kN with a maximum of 90 kN per axle, with a maximum distance of 3.6 metres, and has a minimum punching resistance of 88 N/cm2.
In addition, for any installation located in a multi-level building with at least one floor located at a height greater than 8 metres from the level of emergency access, on at least two facades, this "scale" path allows access to openings.
These openings allow at least one access per floor for each façade with a "scale" track and have a minimum height of 1.80 metres and a minimum width of 0.90 metres. Obturation panels or frames that make these access open and remain accessible from outside and inside. They are easily identified from outside by emergency services.
V. - Establishment of the hydraulic system from the equipment.
From each "machine" or "scale" track is provided access to all exits of the building or at least two opposite sides of the installation by a stabilized path of at least 1.40 metres wide.
13.1. General rules.
Fire-risk premises are partially equipped with natural smoke and heat evacuation devices (DENFC), in accordance with NF EN 12101-2, December 2003, allowing the free air evacuation of smoke, combustion gas, heat and unburned products released in the event of a fire, with the exception of refrigerated premises and premises integrated into ERP facilities of type M.
These devices are composed of automatic and manual (or self-control) control outlets. The useful opening surface of all outlets is not less than 2% of the surface to the local ground.
In order to balance the swelling system and distribute it in an optimal manner, a useful area DENFC between 1 and 6 m2 is planned for 250 m2 of projected roof area.
In normal operation, rearming (closed) is possible from the floor of the premises or from the defensive zone. These manual opening controls are located close to each access and installed in accordance with the NF Standard 61-932, December 2008.
The action of a security command cannot be reversed by another command.
Natural smoke and heat evacuation devices are to be adapted to the specific risks of the installation.
All devices installed with reference to NF EN 12 101-2, version December 2003, have the following characteristics:
- Type B opening system (opening + closing);
Reliability: RE 300 class (300 safety cycles). Exutories are subject to 10,000 opening cycles in aeration position;
– the classification of the snow overload at the opening is SL 250 (25 daN/m2) for altitudes below or equal to 400 metres and SL 500 (50 daN/m2) for altitudes greater than 400 metres and less than or equal to 800 metres. Class SL 0 is usable if the location area is not likely to be snowed or if constructive provisions prevent snow accumulation. Above 800 metres, the outlets are SL 500 and installed with constructive provisions preventing snow accumulation;
ambient temperature class T(00);
― heat exposure class B300.
Fresh air intakes of an area equal to the surface of the most large cantonal outlets are carried out either by openings on the façade or by mouths connected to ducts or by doors overlooking the outside.
13.2. Cases of premises in establishments
receiving public (ERP) type M
The premises located in public receiving establishments (PORs) of type M are equipped with a de-swelling system in accordance with the technical rules for de-swelling contained in the ERP regulations and in the specific articles related to type M.
The facility is equipped with fire-fighting tools that are appropriate to the hazards and conform to existing standards, including:
a means to alert fire and rescue services;
– plans of premises facilitating the operation of fire and rescue services with a description of the hazards for each premises as provided for in section 8;
- one or more fire appliances (e.g. water, poles), a public or private network with a nominal diameter of DN100 or DN150 installed in such a way that any point of the facility's limit is less than 100 metres from a device to provide a minimum flow of 60 cubic metres per hour for a period of at least two hours, and that are in compliance with the emergency requirements The aircraft are remote from a maximum of 150 metres (the distances are measured by the tracks practicable to fire and rescue equipment). If not, a water reserve of at least 120 cubic metres for extinction is accessible in all circumstances and at a distance from the facility having collected the advice of departmental fire and rescue services. This reserve has connections that meet the standards in place to allow the fire and rescue service to feed and to provide a flow of 60 m3/h. The operator is able to justify to the prefect the effective availability of water flows as well as the size of the possible storage basin;
- extinguishers distributed inside the facility when it is covered, on the outside areas and in locations with specific risks, close to the clearances, well visible and easily accessible. extinction agents are appropriate to the risks to be combated and compatible with stored materials;
― fire-fighting means are capable of operating effectively regardless of the temperature of the facility, and especially during gel periods. The operator shall ensure that the safety and fire control equipment is periodically checked and maintained in accordance with the existing repositories.
Pipes carrying dangerous or unhealthy fluids and collecting polluted or susceptible effluent are waterproof and are resistant to the physical and chemical action of the products they are likely to contain. They are properly maintained and are subject to appropriate periodic reviews to ensure their good condition.
In the parts of the installation referred to in Article 8 and identified as capable of causing an explosion, the electrical, mechanical, hydraulic and pneumatic installations conform to the provisions of the decree of November 19, 1996 referred to above.
I. ― General rules.
The operator shall maintain at the disposal of the inspection of classified facilities the evidence that its electrical installations are carried out in accordance with the applicable rules, maintained in good condition and verified.
Metal equipment shall be grounded in accordance with applicable regulations and standards.
Materials used for natural lighting do not produce ignited drops during a fire.
Heating of production, storage and technical premises can only be achieved by hot water, steam produced by a thermal generator or other system with an equivalent degree of safety.
II. - Provisions applicable to refrigerated premises.
Technical equipment (electric heating systems of door frames, de-icing resistances, pressure balancing valves, etc.) present inside the cold rooms or on the walls of them are not a possible cause of ignition or leak spread.
In particular, if the materials of the premises are not A2s1d0, the electrical cables through them are equipped with non-flammatory flame propagators, so as to ensure the absence of direct contact between the cable and the trim of the panel or insulation, the metal trims to be drilled cleanly and narrowly. Electric heating resistances are not in direct contact with insulating agents.
In addition, if the sandwich panels are not A2s1d0, the luminaires are positioned to respect a minimum distance of 20 centimetres between the upper part of the luminaire and the lower trim of the insulating panel. Other electrical equipment is maintained at a distance of at least 5 centimetres between the rear face of the equipment and the panel trim. This provision is not applicable to insulated section cables less than 6 square millimetres that can be placed under IRO tubes attached to the panels.
Electric cables form a S at the level of the luminaire supply to make water drop and avoid moisture penetration.
The electrical outlets for the power of the refrigeration units of the vehicles are installed on a support A2s1d0.
Without prejudice to the provisions of Labour code, the premises are properly ventilated to prevent the formation of explosive or toxic atmosphere. The outlet to the atmosphere of the ventilation is placed as far as possible from the buildings inhabited or occupied by third parties and the mouths of external air aspiration, and at a sufficient height given the height of the surrounding buildings in order to promote the dispersion of the gases rejected and at least 1 meter above the ridge.
The form of the evacuation duct, particularly in the closest part of the outlet to the atmosphere, is designed to maximize the ascent and dispersion of the pollutants in the atmosphere (e.g., the use of hats is prohibited).
Each technical or technical cabinet or part of the facility identified in accordance with the provisions of Article 8 because of the consequences of a disaster that may occur have a detection adapted to the risks involved. The operator lists these detectors with their functionality and determines maintenance operations to maintain their efficiency over time.
The operator is able to demonstrate the appropriateness of the selected dimensioning for detection devices and, where applicable, extinction. In the event of installation of automatic fire-extinguishing systems, fire-extinguishing systems are designed, installed and maintained regularly in accordance with recognized repositories.
I. ― Any storage of a liquid that may cause water or soil pollution is associated with a retention capacity that is at least equal to the largest of the following two values:
100% of the capacity of the largest tank;
50% of the total capacity of the associated tanks.
This provision is not applicable to wastewater treatment basins.
For storage of unit capacity receptacles less than or equal to 250 litres, the retention capacity is at least equal to:
- in the case of flammable liquids, with the exception of lubricants, 50% of the total capacity of drums;
– in other cases, 20% of the total capacity of the drums;
- in all cases, 800 litres minimum or equal to the total capacity when less than 800 litres.
II. - The retention capacity is waterproof to the products it could contain and resist the physical and chemical action of the fluids. The same applies to its shut-off device which is kept closed.
The leakage of the (or) associated tank(s) must be controlled at any time.
Products recovered in the event of an accident may only be released under conditions consistent with this order or are disposed of as waste.
Containers or containers containing incompatible products are not associated with the same retention.
Storage of flammable liquids, as well as other toxic or dangerous products for the environment, is permitted under the soil level only in masonate or assimilated pit tanks, and for flammable liquids, under the conditions set out above.
III. - When the storages are in the open air, the retentions are emptied as soon as possible from the storm water.
IV. - The soil of areas and premises for the storage or handling of hazardous materials for humans or likely to create pollution of water or soil is watertight and equipped so that it can collect washwater and commonly used materials accidentally.
The loading and unloading areas of tank vehicles are watertight and linked to retentions dimensioned according to the rules set out in paragraph I above.
Carriage of the products inside the establishment is carried out with the necessary precautions to avoid accidental overthrow of the packagings (carriage of drums...).
V. - All measures are taken to collect all water and drainage that may be polluted during a disaster, including water used during a fire, so that it is recovered or treated to prevent pollution of soils, sewers, streams or natural environment. This containment can be achieved by internal or external devices at the facility. Internal devices are prohibited when dangerous substances are stored.
In the event of an external containment device to the installation, the channeled materials are collected, gravelly or through self-sustaining systems, and then converge to this specific capacity. In the event of the use of autonomous lifting systems, the operator is able to justify at any time a rigorous maintenance and maintenance of these devices. Regular tests are also conducted on these equipment.
In case of internal containment, the flow holes are in default closed position. In the event of external containment, the flow holes from these devices are equipped with an automatic shut-off device to ensure this containment when waters that are likely to be polluted are carried. Any means are put in place to avoid the spread of the fire by these flows.
The volume required for this containment is determined as follows. The operator calculates the sum:
- the volume of stored liquids;
– the amount of extinction water required to fight fire (120 m3 minimum);
- the volume of water associated with the weather at 10 litres per square metre of drainage surface to the containment work when the containment is external.
The collected extinction waters are disposed of to the appropriate waste processing channels.
The operator shall designate one or more reference persons with knowledge of the conduct of the facility, the hazards and disadvantages that its operation induced, the products used or stored in the facility and the provisions to be implemented in the event of an incident.
People outside the facility do not have free access to facilities.
In the parts of the facility identified in section 8, and in particular those identified local fire-risk areas defined in section 11.1.1, repair or development work may only be carried out after the issuance of a "intervention permit" (for a flame-free operation without a source of heat) and possibly a "fire permit" (for intervention with a source of heat or flame) and with a specific instructions. These permits are issued after analysis of the risks associated with the work and the definition of appropriate measures.
The "intervention permit" and possibly the "fire permit" and the particular record are established and covered by the operator or by a person appointed by the operator. When the work is carried out by an outside company, the "intervention permit" and possibly the "fire permit" and the specific safety record of the facility are signed by the operator and the outside company or the persons they have appointed.
In parts of the facility with fire or explosion risks, it is prohibited to bring fire in any form, except for the construction of work that has been the subject of a "fire permit". This prohibition is displayed in apparent characters.
I. ― General rules.
The operator shall ensure or perform the periodic inspection and maintenance of the fire safety and control equipment set up (e.g., extinguishing systems, fire cut-off doors, dry column) and any electrical and heating installations, in accordance with the applicable repositories.
Periodic verifications of such equipment shall be recorded in a register on which the follow-up to such verifications are also mentioned.
II. ― Control of the production tool.
Without prejudice to the regulation of pressure equipment, the production tool (reactor, drying equipment, decontamination/sterilization equipment, distilling apparatus, condensers, separators and absorbers, fermentation chamber or temperate, ovens, cookers, cooking tunnels, autoclaves, fryers, tanks and preparation tanks...) is regularly controlled in accordance with the preconizations of the equipment.
Periodic verifications of such equipment shall be recorded in a register on which the follow-up to such verifications are also mentioned.
I. ― Operating Consignes.
Without prejudice to the provisions of Labour code, instructions are established, kept up-to-date and posted in places frequented by staff.
These instructions include:
- the prohibition to bring fire in any form, including the prohibition of smoking in areas with fire or explosion risks;
– the prohibition of any open air burning;
– the obligation of the "intervention permit" for the parties involved in the installation;
– conditions for the conservation and storage of products, including precautions for the use and storage of incompatible products;
- emergency shutdown and installation safety procedures (electricity, fluid networks)
- measures to be taken in case of leakage on a container or piping containing dangerous substances;
- the terms and conditions for the implementation of the segregation devices of the collection network, provided for in Article 20;
- means of extinction to be used in the event of a fire;
- the alert procedure with the telephone numbers of the facility's response officer, fire and rescue services, etc.;
- the obligation to inform the inspection of facilities classified in the event of an accident;
– the storage rules defined in Article 24 (II);
― the terms and conditions for the cleaning and recovery of materials within the workshops provided for in Article 29 (II).
II. ― Storage methods.
A. ― Storage location.
The storage of consumables in manufacturing facilities is prohibited except during manufacturing.
Any storage is forbidden in the combles.
B. ― Outdoor storage rules.
The maximum surface of the islets on the ground is 150 square meters, the maximum storage height is 8 meters, the distance between two islets is 2.50 meters minimum.
These islets are located:
- at a minimum of 3 metres from the property limits;
– at a sufficient distance, without being less than 3 metres, from the exterior walls of the building to allow for an intervention on all the facades of the islet in case of a disaster.
C. ― Storage rules inside the premises.
A minimum distance of 1 metre is maintained between the top of the storage and the base of the roof or ceiling or any air blowing or suction system; this distance respects the minimum distance required for the proper operation of the automatic fire suppression system, when it exists.
Materials stored in bulk (naked products placed on the floor in piles) are separated from other materials by a minimum space of 3 meters on the open sides or sides. A minimum distance of 1 metre is respected in relation to walls and structure elements.
Mass conditioned materials (products stacked on each other) are stored as follows:
– the ground islets have a limited surface area of 150 square metres;
• the maximum storage height is 8 metres;
– the minimum distance between two islets is 2.50 metres.
The substances in stackable self-porting containers (self-porting container intended to be stacked) are stored as follows:
– the ground islets have a limited surface area of 150 square metres;
– the maximum storage height is 10 metres;
– the minimum distance between two islets is 2.50 metres.
Materials stored under positive temperature in carrying storage media such as shelving or palettiers (racks) are stored at a maximum height of 10 metres in the absence of automatic extinction.
Materials stored under negative temperature in carrying storage media such as shelving or palettiers are stored at a maximum height of 10 metres in the absence of high sensitivity detection with alarm transmission to operation or an external monitoring company.
The storage height of liquid hazardous substances within the meaning of Regulation (EC) No 1272/2008 is limited to 5 metres from the internal ground.
The operation of the facility is consistent with the quality and quantity objectives of the waters referred to in Article L. 212-1 of the Environmental Code.
The prescribed emission limit values are those set out in this Order or those revised downward and presented by the operator in its file in order to integrate the objectives set out in the above paragraph and to allow compliance, in the non-mix area environment, with environmental quality standards and the threshold values defined by the above-mentioned Order dated 20 April 2005 completed by the above-mentioned Order dated 25 January 2010.
For each pollutant, the rejected flow is less than 10% of the eligible flow by the medium.
The design and operation of the facilities allows to limit water flows and pollutant flows.
The sampling is not in an area where permanent quantitative distribution measures have been instituted under Article L. 211-2 of the Environmental Code.
The maximum daily sampling in the public and/or natural environment is determined by the operator in its registration application file.
If the water sampling is carried out, including by derivation, in a watercourse, in its accompanying table or in a water plan or channel fed by this watercourse or tablecloth, it is of a maximum capacity less than 1000 m3/hour and less than 5% of the flow of the watercourse or, if not, of the overall feed flow of the canal or water plan.
If the water removal is carried out by drilling, wells or underground work in an aquifer system, excluding watercourse support sheets, by pumping, drainage, bypass or any other process, the total volume taken is less than 200,000 m3 per year.
Open circuit refrigeration is prohibited.
If the volume taken by drilling is greater than 10,000 m3/year, the provisions made for the installation, operation, monitoring, monitoring and stopping of the sampling work are in accordance with the provisions set out in the 11 September 2003 decision on the levies submitted under 1.1.2.0 under sections L. 214-1 to L. 214-3 of the Environmental Code.
Water sampling facilities are equipped with a totalizing measuring device. This device is recorded daily if the debit is likely to exceed 100 m3/d, weekly if the debit is lower. These results are stored on a registry that is eventually computerized and stored in the installation folder.
The sampling works in watercourses do not interfere with the free flow of water. Only can be constructed in the bed of the watercourse of sampling works that do not require the authorization referred to in Article L. 214-3 of the Environmental Code. The operation of these works is in accordance with the provisions of Article L. 214.18.
In the event of a connection to a public network or on a sheet drilling, the work is equipped with a disconnection device. In the event of coexistence on the site of a public water supply network and a private water supply network (for example drilling), no connection can be established between these two networks.
All drilling is consistent with provisions of section 131 of the mining code and at the 11 September 2003 decision setting out the general requirements for the survey, drilling, well-creation or subterranean work under sections L. 214-1 to L. 214-3 of the Environmental Code and under section 1.1.1.0 of the nomenclature set out in section R. 214-1 of the Environmental Code.
During the construction of watersheds, all measures are taken to prevent the transmission of separate water tablecloths and to prevent any introduction of surface pollution, including appropriate adaptation to storage or use of hazardous substances.
In the event of termination of use of drilling, appropriate measures are being implemented to prevent groundwater pollution.
The realization of any new drilling or decommissioning of a drilling is brought to the attention of the prefect with all the elements of assessing the hydrogeological impact.
I. ― Collection of effluents.
Direct connections between effluent collection networks to be treated or destroyed and the receiving environment are prohibited, with the exception of accidental cases where the safety of individuals or facilities would be compromised.
Aqueous effluent discharged by facilities is not likely to degrade the facility's networks or to release toxic or flammable products in these networks, possibly by mixing with other effluents. These effluents do not contain substances that hinder the proper operation of the site's processing facilities.
The collectors carrying water polluted by flammable liquids, or likely to be, are equipped with effective protection against the danger of flame propagation.
The effluent collection network plan shows the sectors collected, the points of connection, looks, swallows, lifting stations, measuring stations, manual and automatic valves... It is retained in the installation file.
II. – Pretreatment and treatment facilities.
In order to minimize the load of effluent in fatty bodies, food particles, and organic debris in general, the soils of the workshops, cold rooms and all working workshops are cleaned dry by scraping before washing.
Without prejudice to sanitary regulatory obligations, soils in areas that may collect waste water and/or wash of the facility are filled with waterproof coating and the slope allows these effluents to be driven to an orifice equipped with a siphon and, where applicable, a perforated tray to recover solids and connected to the drainage system.
The facility has a effluent pre-treatment device produced with, at a minimum, de-icing and, where applicable, sieving, desablage, degreasing, or any other treatment solution.
III. ― Case of effluent treatment in the presence of specified risk materials.
In the presence of specified risk materials as defined by Regulation No. 1069/2009 within the facility, the pre-treatment process is equipped with openings or grids whose size does not exceed 6 millimetres or equivalent systems ensuring that the size of the solid particles of the waste water passing through these systems does not exceed 6 millimetres.
The material collected shall be disposed of in accordance with the provisions of Article 57 (II) below.
Release points in the natural environment are as small as possible.
Releases allow good effluent diffusion in the receiving environment and minimize the mixing area.
Residual water discharge devices are designed to minimize the disruption to the receiving environment, at the edge of the discharge point, depending on the use of the water in the immediate vicinity and at the end of the receiving environment, and not to hinder navigation.
On each effluent discharge pipe is provided a sample sampling point and measurement points (debit, temperature, polluting concentration...).
These points are located in a section whose characteristics (e.g., upstream conduct, wall quality, flow regime, etc.) allow for representative measurements to be made so that the speed is not substantially slowed down by thresholds or obstacles at the swallow and the effluent is sufficiently homogeneous.
These points are designed so as to be easily accessible and to allow safe interventions. All arrangements are also made to facilitate the intervention of organizations outside the application for inspection of classified facilities.
Unclean rainwaters that do not alter their original quality are evacuated by a specific network.
Rainwater that is likely to be polluted, including runoff on traffic lanes, parking, loading and unloading areas, storage areas and other waterproof surfaces, is collected by a specific network and processed by one or more appropriate treatment devices to treat pollutants in the presence.
These treatment devices conform to NF P 16-442 (November 2007 or later) or any other equivalent European or international standard.
These equipment are drained (hydrocarbons and sludges) and cured when the volume of sludge reaches half of the useful volume of the sludge and in all cases at least once a year, unless the operator's justification for the carry-over of this operation on the basis of regular visual controls recorded and held at the disposal of the inspection. In any case, the postponement of this operation will not exceed two years. Follow-up sheets for the cleaning of deciant-separators of hydrocarbons, the standard compliance certificate, and waste-processing slips destroyed or retired are required for inspection of classified facilities.
When the runoff on all surfaces of the facility (sizes, parking areas, etc.), in the event of rain corresponding to the maximum 10-year precipitation, is likely to generate a flow at the outflow of the water treatment facilities above 10% of the QMNA5 in the receiving environment, the operator puts in place a collection work in order to respect, in the case of 10-year precipitation, a flow rate below 10M
In case of rejection in a collective collection work, the maximum flow rate is fixed by agreement between the operator and the manager of the collection work.
The collected water can only be released to the receiving environment after quality control and if appropriate treatment is required. Their release is spread over time as a need to meet the limit values set out in section 41, subject to the compatibility of the discharges with the pollution levels defined below with the quality and quantity objectives of the waters referred to in Article L. 212-1 of the Environmental Code.
Direct or indirect discharges of effluent to groundwater are prohibited.
All aqueous effluents are channeled.
Dilution of effluent is prohibited.
The authorized maximum daily flow rate is 6 m3/incoming product tonne or 10 m3/incoming product tonne in case of water use within a cooling device by water dispersion in an airflow.
The requirements of this article apply only to direct releases to the natural environment.
The operator justifies that the daily maximum flow rate does not exceed 1/10 of the interannual average flow rate of the watercourse.
The temperature of the discharged effluent is less than 30 °C and its pH is between 5.5 and 8.5 or 5.5 and 9.5 if there is alkaline neutralization.
The color modification of the receiver medium, measured in a representative point of the mixing area, does not exceed 100 mg Pt/l.
For receiving water, releases do not induce, outside the mixing area:
- a temperature rise of more than 1.5 °C for salmon water, 3 °C for cyprinticultural waters and 2 °C for conchylic waters;
- a temperature greater than 21.5 °C for salmon water, 28 °C for cyprincultural waters and 25 °C for water intended for food water production;
- pH outside of the following ranges: 6/9 for salmon, cyprinticultural and bathing waters; 6.5/8,5 for water intended for food production and 7/9 for conchylic waters;
- an increase of more than 30% of the suspended material and a variation of more than 10% of the salinity for conchylic waters.
The provisions of the previous paragraph do not apply to the marine waters of overseas departments.
I. ― Residual waters released in the natural environment respect the following concentration limit values, according to the authorized maximum daily flow.
For each pollutant released by the facility, the maximum daily flow is to be specified in the registration file.
| 1. Total Suspension Materials (MEST), chemical and biochemical oxygen demand (DCO and DBO5) | | |
| Total suspension materials | | |
| Maximum daily flow less than or equal to 15 kg/d. | 100 mg/l | |
| Maximum daily flow greater than 15 kg/d. | 35 mg/l | |
| In the case of lagoon purification. | 150 mg/l | |
| DBO5 (on non-decisive effluent) | | |
| Maximum daily flow less than or equal to 15 kg/d. | 100 mg/l | |
| Maximum daily flow greater than 15 kg/d. | 30 mg/l | |
| DCO (sur effluent non déanté) | | |
| Maximum daily flow less than or equal to 50 kg/d. | 300 mg/l | |
| Maximum daily flow greater than 50 kg/d. | 125 mg/l | |
| However, different concentration limit values may be proposed by the operator in its registration file when the plant's purification plant has a minimum yield of 95% for DCO, DBO5 and MEST. | | |
| 2. Azote and phosphorus | | |
| Global Azote including organic nitrogen, ammoniacal nitrogen, oxidized nitrogen | | |
| Maximum daily flow greater than or equal to 50 kg/day. | 30 mg/l on average monthly concentration. | |
| Maximum daily flow greater than or equal to 150 kg/day. | 15 mg/l on average monthly concentration. | |
| Maximum daily flow greater than or equal to 300 kg/day. | 10 mg/l on average monthly concentration. | |
| However, different concentration limit values may be proposed by the operator in its registration file when the plant's purification plant has a yield of at least 80% for nitrogen. | | |
| Phosphorus (total seal) | | |
| Maximum daily flow greater than or equal to 15 kg/day. | 10 mg/l on average monthly concentration. | |
| Maximum daily flow greater than or equal to 40 kg/day. | 2 mg/l on average monthly concentration. | |
| Maximum daily flow greater than 80 kg/day. | 1 mg/l on average monthly concentration. | |
| However, different concentration limit values may be proposed by the operator in its registration file when the plant's purification plant has a minimum yield of 90% for phosphorus. | | |
| 3. Other pollutants | | |
| SEH (in case of releases that may contain fat). | 300 mg/l | |
| Chlorides (if treated or preserved by salt implementation). | Maximum daily flow greater than or equal to 50 kg/day. | 6,000 mg/l in maximum daily concentration. |
| | Maximum daily flow greater than or equal to 150 kg/day. | 4,000 mg/l in maximum daily concentration. |
I. ― Connecting to an urban or industrial collective purification plant is permitted only if the collective infrastructure (network and sewage) is capable of transporting and processing industrial effluent and the sludge resulting from this treatment under good conditions. Discharge authorization and, where applicable, a spill agreement shall be established with the competent authorities in charge of the remediation network and the collection network.
The limit values of concentration imposed on the effluent at the outlet of the facility before connecting to an urban purification plant do not exceed:
MEST: 600 mg/l;
DBO5: 800 mg/l;
DCO: 2,000 mg/l;
Global Azote (expressed in N): 150 mg/l;
Total Phosphorus (expressed in P): 50 mg/l;
SEH: 300 mg/l.
However, the above release limit values may be higher than the above values if the authorization and potential spill agreement authorizes it and to the extent that it has been shown that the proper operation of the networks, purification equipment, and the sludge treatment system is not affected by these exceedances.
For pollutants other than those regulated above, limit values are the same as for a release into the natural environment.
For temperature, flow and pH, the release authorization in the public network sets the value to be respected.
II. ― In addition, for all other substances that may be released by the facility, the operator presents in its file the concentration limit values to which they will be rejected.
The limit values above apply to average samples, measurements or analyses made over 24 hours.
In the case of self-monitoring, 10 per cent of the series of measurements results may exceed the prescribed limit values, but not more than double these values. In the case of a daily self-monitoring (or more frequent) of aqueous effluent, these 10% are counted on a monthly basis.
In the case of instantaneous sampling, no measurement results exceed double the prescribed limit value.
For nitrogen and phosphorus, the average concentration on a 24-hour sampling does not exceed double the limit values.
For hazardous substances present in the release of the facility and identified in the table in Appendix IV by a star, the operator presents the measures taken with a timeframe to remove the release of this substance into the aquatic environment in 2021 (or 2028 for anthracene and endosulfan).
Releases of piped rainwater comply with the following concentration limit values, subject to the compatibility of releases with the pollution levels defined below with the quality and quantity objectives of the water referred to in Article L. 212-1 of the Environmental Code:
| Total suspension materials | 35 mg/l |
| DCO (sur effluent non déanté) | 125 mg/l |
| Total hydrocarbons | 10 mg/l |
Treatment facilities for direct discharge in the natural environment and pre-treatment facilities in the event of connection to a collective, urban or industrial wastewater treatment plant, where they are required for compliance with the limit values imposed on the discharge, are designed and operated in such a way as to cope with variations in the flow, temperature or composition of the effluents to be treated in particular during the start-up or shut-down of the facilities.
Treatment and/or pre-treatment facilities are properly maintained. The main parameters to ensure their proper walking are measured periodically. The results of these measures are referenced to a register that may be computerized and stored in the installation file for five years.
If a non-availability or dysfunction of treatment and/or pre-treatment facilities is likely to lead to a exceedance of the limit values imposed by this Order, the operator shall make the necessary arrangements to reduce the pollution emitted by limiting or stopping if necessary the activity concerned.
Without prejudice to the restrictions defined by the regulations on sanitary grounds, may be subject to a spread:
effluent, excluding wastewater generated by personnel in common areas;
- the sludge produced and recovered in the sludge devices, if any, after the sludge operation referred to in section 29 of this Order for specified risk equipment.
The operator shall comply with the provisions of Schedule III concerning the technical provisions to be applied for spreading.
I. ― Dusts, gaseous pollutants or odors are collected at the source and channeled, except in the case of a justified technical impossibility. Without prejudice to the rules relating to occupational health and safety, releases are in accordance with the provisions of this Order.
Storages of pulverulent, volatile or fragrant products, which can lead to diffuse emissions of pollutants in the atmosphere, are confined (recipients, silos, closed buildings...). Handling facilities, transvasion, transport of these products are, unless justified technical impossibility, equipped with capture and suction devices to reduce emissions in the atmosphere. If necessary, the suction devices shall be connected to a effluent treatment facility to comply with the provisions of this Order. The associated equipment and fittings also meet the prevention of fire and explosion risks (events for drying towers, dust dusting towers...).
The storage of other bulk products is carried out to the extent possible in closed spaces. In the absence of this, special provisions at both the design and construction level (wind-based installation) and the operation are implemented.
When the storage of pulverulent products is done in the open air, the humidification of storage or the spraying of additives to limit the flight in dry weather is permitted.
II. ― Refrigerating and climate equipment using certain refrigerant fluids.
The conditions for marketing, use, recovery and destruction of the following substances, chlorofluorocarbons (CFCs), hydrochlorofluorocarbons (HCFCs) and hydrofluorocarbons (HFCs) used as refrigerant fluids in refrigerated or climatic equipment are defined in section R. 543-75 et seq. of the Environmental Code. The action sheets established during the leakage checks as well as during maintenance and maintenance operations are retained by the operator in an equipment log maintained at the disposal of the inspection.
Release points in the natural environment are as small as possible. If a number of discharge points are required, the operator warrants that.
The effluents are collected and released to the atmosphere, after possible treatment, through chimneys to allow proper release. The shape of ducts, particularly in their closest part of the outlet to the atmosphere, is designed to maximize the rise of gas in the atmosphere. The location of these ducts is such that there can be at no time siphoning effluent discharged in the pipelines or air catches nearby. The contours of the ducts are not angular and the variation of the section of the ducts in the vicinity of the outlet is continuous and slow.
The measuring points and sampling points shall be arranged in accordance with the conditions set out in the reference methods specified in the order of 7 July 2009 referred to and equipped with the equipment necessary to carry out the measures provided for in this Order under representative conditions.
The height of the chimney (difference between the elevation of the open air outlet and the mean altitude of the ground at the place in question) expressed in meters is determined, on the one hand, according to the level of the emissions of pollutants to the atmosphere, on the other hand, depending on the existence of obstacles that may hinder the dispersion of the gases.
This height, which cannot be less than 10 metres, is the subject of justification in the file in accordance with the provisions of Appendix II.
The operator demonstrates that the emission limit values set below are consistent with the state of the environment.
For flow determination, channelled emissions and diffuse emissions are taken into account.
The methods of measurement, sampling and analysis, of reference in force, are determined by the above-mentioned decision of 7 July 2009.
The flow of gaseous effluent is expressed in cubic metres per hour in relation to normal temperature conditions (273 Kelvins) and pressure (101.3 kilopascals) after deduction of water vapour (dry gas). The gaseous effluent and pollutant concentrations are reported to the same reference oxygen content of 3%. Pollutant concentrations are expressed in gram(s) or milligram(s) per cubic metre reported to the same standard conditions.
For drying facilities, measurements are made on wet gases.
For substances that are likely to be released by the facility, the gaseous effluents shall, depending on the time flow, respect the concentration limit values set out in the table in Appendix V.
All necessary steps are taken to ensure that the establishment is not responsible for the issuance of odorous gases that may impair the neighbourhood and harm public health and safety.
When there are potential sources of large-surface odors (storage, treatment, etc.) that are difficult to confine, they are implanted in such a way as to limit the inconvenience to the neighbourhood (remote...).
The operator demonstrates in its application file that it has taken all necessary steps to avoid, under any circumstances, the occurrence of anaerobic treatment processes, anaerobic conditions in storage or treatment basins, or in open-air channels.
The odor flow of the gases emitted to the atmosphere by all of the odorous sources lined, canalizable and diffuse, does not exceed the following values:
| 0 | 1,000 × 103 |
| 5 | 3,600 × 103 |
| 10 | 21 000 × 103 |
| 20 | 180 000 × 103 |
| 30 | 720 000 × 103 |
| 50 | 3 600 × 106 |
| 80 | 18 000 × 106 |
| 100 | 36 000 × 106 |
Direct releases to soils are prohibited.
I. ― Noise limit values.
The sound emissions of the facility are not at the origin, in the regulated-emerged areas, of an emergence greater than the eligible values defined in the following table:
| Higher than 35 and less than or equal to 45 dB(A) | 6 dB(A) | 4 dB(A) |
| Higher than 45 dB(A) | 5 dB(A) | 3 dB(A) |
52.1. Waste.
The operator shall make all necessary arrangements in the design and operation of its facilities to ensure the proper management of the waste of its business, including:
∙ limit the quantity and toxicity of waste to the source by adopting clean technologies;
― sorting, recycling, valorizing its manufacturing by-products;
ensuring the treatment or pre-treatment of its waste, including by means of physico-chemical, biological or thermal treatment;
― ensuring for ultimate waste whose volume must be strictly limited from storage in the best possible conditions.
52.2. Animal by-products
If the facility generates animal by-products returning to the above-mentioned Regulation (EC) No 1069/2009, the operator identifies them as such and ensures that they are collected, stored, transported and processed in accordance with regulations (EC) No 1069/2009 and 149/2011.
53.1. Waste.
The operator shall segregate waste (dangerous or non-dangerous) within the facility to facilitate their processing or disposal in specific industries.
The waste and residues produced are stored, prior to their revalorization or disposal, under conditions that do not pose a risk of pollution (prevention of meteorological water leaching, surface and groundwater pollution, flight and odours) for neighbouring populations and the environment.
Temporary storage, prior to recycling or disposal, hazardous wastes are made on watertight and protected reservoirs of meteoric water.
The quantity of waste stored on the site does not exceed:
– the capacity produced in 24 hours for fermentable waste in the absence of premises or devices ensuring their containment and refrigeration;
– the monthly capacity produced or, in case of external processing, a normal batch of shipment to the disposal facility.
53.2. Animal by-products
Animal by-products are stored, prior to revalorization or disposal, under conditions that do not pose a risk of pollution (prevention of meteorological water leaching, surface and groundwater pollution, flight and odours) for neighbouring populations and the environment.
The storage of animal by-products is carried out according to their category so that their collection and processing are carried out under the conditions set out in Regulation (EC) No 1069/2009, in containers identified, and so that they are not a source of cross-contamination.
The quantity of fermentable animal by-products stored on the site does not exceed the capacity produced within 24 hours in the absence of premises or devices ensuring their containment and refrigeration.
54.1. Waste.
Wastes that cannot be valued are disposed of in regulated facilities in accordance with the environmental code. The operator is able to justify the removal on request of the inspection of classified facilities.
The operator sets up a register characterizing and quantifying all hazardous waste generated by its activities (nature, tonnage, disposal industry, etc.). It issues a tracking slip as soon as it delivers these waste to a third party.
Any open air burn is prohibited.
54.2. Animal by-products
Animal by-products shall be treated or disposed of in a workshop approved under Regulation (EC) No. 1069/2009, except in the case of an incineration unit authorized under Directive 2000/96/EC. On-site treatment is an exception subject to authorization and approval under Regulation (EC) No 1069/2009. Any open air burn is prohibited.
Their transport must be accompanied by a trade document as defined in Regulation (EU) 142/2011 duly completed, including the by-product category, the evacuated quantity and the approved destination establishment. The operator shall record the consignments and related commercial documents or sanitary certificates. The operator completes the register referred to in section 54.1 referred to above with respect to the nature of the by-product, its class, tonnage and the disposal industry.
The operator shall establish a program to monitor its emissions under the conditions set out in sections 55 to 59. The measures are carried out under the responsibility of the operator and at its own expense.
The methods of measurement, sampling and analysis, of reference in force, are determined by the above-mentioned decision of 7 July 2009.
At least once a year, the measures are carried out by an organization approved by the Minister in charge of classified facilities selected in accordance with the inspection of classified facilities.
I. ― Whether effluents are released in the natural environment or in a connection network at a collective purification plant, a measure is carried out according to the frequency indicated in the table below for the pollutants listed below, from a representative sample taken over a period of 24 hours.
| Debit | Daytime or when the flow rate is greater than 200 m3/d continuously |
| Temperature | Daytime or when the flow rate is greater than 200 m3/d continuously |
| pH | Daytime or when the flow rate is greater than 200 m3/d continuously |
| DCO (sur effluent non déanté) | Quarterly for connected effluents |
| | Monthly for releases in the natural environment |
| Total suspension materials | Quarterly for connected effluents |
| | Monthly for releases in the natural environment |
| DBO5 (*) | Quarterly for connected effluents |
| | Monthly for releases in the natural environment |
| Global Azote | Quarterly for connected effluents |
| | Monthly for releases in the natural environment |
| Total Phosphorus | Quarterly for connected effluents |
| | Monthly for releases in the natural environment |
| SEH (if discharges may contain fat) | Annual for connected effluents |
| | Quarterly for Releases in the Natural Environment |
| Chlorides (if treated or preserved by salt implementation) | Annual for connected effluents |
| | Quarterly for Releases in the Natural Environment |
| (*) For DBO5, the frequency may be lower if it is shown that the monitoring of another parameter is representative of that pollutant and when the measurement of this parameter is not necessary for the monitoring of the treatment station on which the discharge is connected. |
I. ― The operator sets up a monitoring device to identify and quantify hazardous substances present in its discharges of water from the industrial process and water or cooling water that may be defiled as a result of industrial activity.
II. ∙ For facilities registered before December 31, 2012, the following hazardous substances shall be measured six times at a monthly step in accordance with the technical terms specified in Annex VI to this Order, including compliance with the quantification limits referred to below:
| Chloroforme | 1135 | 1 |
| Copper and its compounds | 1392 | 5 |
| Nickel and its compounds | 1386 | 10 |
| Zinc and its compounds | 1383 | 10 |
| Nonylphenols | 1957 | 0.1 |
| Chloracetic acid | 1465 | 25 |
| Cadmium and its compounds | 1388 | 2 |
| Chrome and its compounds | 1389 | 5 |
| Fluoranthene | 1191 | 0.01 |
| Mercury and its compounds | 1387 | 0.5 |
| Naphthalene | 1517 | 0.05 |
| Plomb and its compounds | 1382 | 5 |
| Carbon tetrachloride | 1276 | 0.5 |
| Tributyltin cation | 2879 | 0.02 |
| Dibutylétain cation | 1771 | 0.02 |
| Monobutylétain cation | 2542 | 0.02 |
| Trichloroethylene | 1286 | 0.5 |
When the discharge occurs in a watercourse and exceeds one of the following values:
5 t/j of DCO;
20 kg/d total hydrocarbons;
10 kg/j of chrome, copper, tin, manganese, nickel and lead, and their compounds (expressed in Cr + Cu + Sn + Mn + Ni + Pb) ;
0.1 kg/d of arsenic, cadmium and mercury, and their compounds (expressed as + Cd + Hg),
the operator shall conduct or conduct measurements of these pollutants downstream of its release, outside the mixing area, at a minimum monthly frequency.
When the discharge occurs at sea or in a lake and exceeds one of the above-mentioned flows, the operator shall establish an environmental monitoring plan that is adapted to local conditions.
The results of these measurements are sent to the inspection of facilities classified within a maximum period of one month after the collection is completed.
This section does not include provisions.
In the event that the operation of the facility would result in the direct or indirect emission of pollutants listed in the annexes to the above-mentioned 17 July 2009 Order, monitoring is in place to ensure that the introduction of these pollutants into groundwater does not result in significant and sustainable degradation or trends in the concentrations of pollutants in groundwater.
Emissions of substances referred to in sections 55 to 59 of this Order shall, if any, be subject to an annual return under the conditions set out in the Ministerial Order of January 31, 2008 relating to the register and annual reporting of pollutant emissions and wastes.
The Director General of Risk Prevention is responsible for the execution of this Order, which will be published in the Official Journal of the French Republic.
A N N E X E S
A N N E X E I
TECHNICAL REGULATIONS
The facility is built, equipped and operated so that its operation is not at the origin of vibrations in the surrounding constructions that could compromise the health or safety of the neighbourhood or create a nuisance for the neighbourhood.
The particulate velocity of the emitted vibration, measured by the method defined in this annex, shall not exceed the values defined below.
1. Limit values of particulate speed
1.1. Continuous or assimilated sources
Are considered continuous or assimilated sources:
- all machines emitting vibrations continuously;
― sources emitting pulses at fairly short intervals without limiting the number of emissions.
The limit values applicable to each of the three components of the vibration movement are as follows:
| Resistant constructions | 5 mm/s | 6 mm/s | 8 mm/s |
| Sensitive construction | 3 mm/s | 5 mm/s | 6 mm/s |
| Very sensitive constructions | 2 mm/s | 3 mm/s | 4 mm/s |
1.2. Repeated pulse sources
Repetitive pulses are considered to be pulsed sources, with a limited number of pulses at short intervals but greater than 1 s and less than 500 ms.
The limit values applicable to each of the three components of the vibration movement are as follows:
| Resistant constructions | 8 mm/s | 12 mm/s | 15 mm/s |
| Sensitive construction | 6 mm/s | 9 mm/s | 12 mm/s |
| Very sensitive constructions | 4 mm/s | 6 mm/s | 9 mm/s |
2. Construction classification
For the application of particulate speed limits, constructions are classified into three categories according to their level of resistance:
• Resistant constructions: constructions of classes 1 to 4 defined by Circular No. 23 of 23 July 1986 on mechanical vibrations emitted in the environment by installations classified for environmental protection;
• sensitive constructions: constructions of classes 5 to 8 defined by circular 23 of 23 July 1986;
- very sensitive constructions: constructions of classes 9 to 13 defined by circular 23 of 23 July 1986;
The following constructions are excluded from this classification:
- nuclear reactors and their associated installations;
- general safety facilities except for the constructions that contain them;
– dams, bridges;
• water castles;
- the long-range transport facilities of gases or liquids other than water, as well as the pressure water pipes greater than one metre;
– storage tanks for gas, liquid hydrocarbons or cereals;
- railway or road tunnels and other underground works of similar importance;
― harbour works such as dikes, docks and works located at sea, including drilling platforms,
for which the study of vibration effects must be entrusted to a qualified body. The choice of this body must be approved by inspection of classified facilities.
3. Method of measurement
3.1. Basic elements
The movement in a given point of a construction is recorded in three rectangular directions, one of which is vertical, the other two directions being defined in relation to the horizontal axes of the work studied without taking into account the azimut.
The sensors are placed on the main element of the construction (window support of a carrying wall, support point on the metal frame or concrete in the case of a modern construction).
3.2. Measuring apparatus
The measuring string to be used shall allow the recording, depending on time, of the particulate speed in the frequency band from 4 Hz to 150 Hz for the amplitudes of this speed between 0.1 mm/s and 50 mm/s. The chain dynamics shall be at least 54 dB.
3.3. Operational conditions
The sensors must be completely supportive of their support. Care must be taken not to install the sensors on the coatings (zinc, plaster, tile...) that can act as vibration filters or cause parasites vibration if these coatings are not well in solidarity with the main element of the construction. A measure of the existing agitations should be performed, if possible, outside the operation of the source.
A N N E X E I
CALCUL RULES OF CHEMINATION
The amount s = k q/cm is calculated for each of the main pollutants where:
k is a coefficient of 340 for gaseous pollutants and 680 for dust;
q is the maximum instantaneous flow rate of the pollutant emitted to the chimney expressed in kilograms per hour;
cm is the maximum concentration of the pollutant considered eligible for soil level as a result of the facility expressed in milligrams per normal cubic metre;
cm is equal to cr ― co where cr is a reference value given by the table below and where co is the annual average of the measured concentration at the place in question.
| Sulphur oxides | 0.15 |
| Nitrogen oxides | 0.14 |
| Pulses | 0.15 |
| Hydrochloric acid | 0.05 |
| Organic compounds: | |
| ― referred to in paragraph 7 of Article 50 | 1 |
| - referred to in c of 7° of Article 50 | 0.05 |
| Plomb | 0.000 5 |
| Cadmium | 0.000 5 |
| Low-polluted area | 0.01 | 0.01 | 0.01 |
| Medium-planned or moderately industrialized area | 0.04 | 0.05 | 0.04 |
| Very urbanized or highly industrialized | 0.07 | 0.10 | 0.08 |
hp = s1/2 (RΔT)―1/6
where:
s is defined above;
R is the gas flow expressed in cubic metres per hour and counted at the actual gas ejection temperature;
+ T is the difference expressed in kelvin between the temperature at the outlet of the chimney and the average annual temperature of the ambient air. If + T is less than 50 kelvins we adopt the value of 50 for the calculation.
If a facility is equipped with several chimneys or if there are other releases from the same pollutants to the atmosphere, the calculation of the height of the chimney is as follows:
Two chimneys i and j, respectively hi and hj are considered dependent if the following three conditions are simultaneously met:
the distance between the axes of the two chimneys is less than the sum: (hi + hj + 10) (in meters);
hi is greater than half hj;
hj is greater than half hi.
This means that all the chimney-dependent chimneys of which the height is at least equal to the hp value calculated for the total mass flow of pollutants and the total volumic flow of the gases emitted by all these chimneys.
If there are natural or artificial barriers in the vicinity to disrupt the dispersion of gases, the height of the chimney must be corrected as follows:
― the hp value is calculated taking into account other releases when there are;
― structures and buildings are considered to be obstructions, including those that house the facility under study, simultaneously meeting the following conditions:
― they are located at a horizontal distance (expressed in meters) less than 10 hp + 50 of the axis of the chimney considered;
- they have a width greater than 2 metres;
– they are seen from the chimney considered from an angle greater than 15° in the horizontal plane;
―or hi the altitude (expressed in metres and taken relative to the average level of the ground at the place of the chimney) of a point of an obstacle located at a horizontal distance di (expressed in metres) of the axis of the chimney considered, and Hi defined as follows:
• if di is less than or equal to 2 hp + 10, Hi = hi + 5;
• if di is between 2 hp + 10 hp + 50,
Hi = 5/4 (hi + 5)(1 ― di/[10 hp + 50]);
- the largest Hp of the Hi values calculated for all points of all the obstacles defined above;
– the height of the chimney must be greater than or equal to the largest Hp and hp values.
The maximum continuous gas ejection speed is at least 8 m/s if the emission flow of the treated chimney exceeds 5,000 m3/h, 5 m/s if the flow rate is less than or equal to 5,000 m3/h.
A N N E X E I I
TECHNICAL PROVISIONS CONCERNING
The spreading of waste or effluent complies with the following provisions, without prejudice to the provisions of the regulations relating to agricultural nitrates:
(a) Agronomalous interest in the waste:
Epic waste or effluent has an interest in soils or crop nutrition and its application does not affect, directly or indirectly, the health of humans and animals, the quality and phytosanitary status of crops, the quality of soils and aquatic environments, and is implemented so that nuisances are minimized.
(b) Preliminary study of spreading:
A pre-wage study specifies the safety (under the conditions of use) and the agronomic interest of wastes or effluents in relation to the parameters defined in paragraph II below, the suitability of the soil to be received and the detailed spread plan below. This study justifies the compatibility of spreading with the environmental constraints identified and existing planning documents, including the plans set out in paragraph 9 of section R. 512-46-4 of the Environmental Code.
The pre-study includes:
― the characterization of wastes or effluents to be spread: predictive quantities, production rate, agronomic value with respect to the parameters defined in point II below, content with the parameters defined in tables 1-a and 1-b of point I below, physical condition, pre-treatment (dehydration, pressing, shaping...) by distinguishing liquid, pasty or solid forms;
- the indication of the doses of waste or effluent to be spread according to the different types of fertilizing culture and the predictive yields of crops; in particular, the operator demonstrates that it has sufficient surfaces to respect for nitrogen the rules of balanced fertilization within the limits of export capacities of crops;
- the location, volume, characteristics and terms and conditions of use of waste storage or effluent pending disposal; identification of alternative disposal or valuation channels;
― the description of soil characteristics, in particular with respect to the parameters defined in paragraph 2 of the following point II and the ETMs referred to in table 2 of the following point I, in the light of analyses dating less than one year;
― the demonstration of the adequacy between agricultural surfaces controlled by the operator or made available to it by land lenders and waste streams or effluents to spread (productions, objective yields, doses to the hectare and return time on the same plot, periods of spreading ban...);
(c) Spanding plan:
In view of the pre-study, a spreading plan is carried out; it shall be constituted:
― a map at a minimum scale of 1/25,000 allowing to locate areas where spreading is possible given the surfaces excluded from spreading (see especially g spreading rules). This map shows the contours and numbers of the surface units that can be identified as well as areas excluded from spreading;
a document referring to the identity and address of land lenders who have signed a written contract with the operator, including their mutual commitments and responsibilities;
- a table referring to the surfaces identified on the cartographic medium and indicating, for each unit, the PAC reference islet numbers or, failing that, the cadastral references, the total area and the potentially spreadable area as well as the name of the agricultural operator.
Any modification of the spread plan shall be brought before it is made to the knowledge of the prefect.
(d) Spanding rules:
1. Nitrogen, phosphorus and potash intakes of all origins, organic and mineral, on lands subject to spreading, take into account the rotation of crops as well as the particular nature of land and its fertilizing content. Spanded quantities and spreading periods are adapted to ensure the provision of material that is useful to soils or crops without exceeding the requirements, taking into account intakes of any kind, including fertilizers, amendments and crop materials. Organic nitrogen fertilization is prohibited on all legumes except for alfalfa and grass-leaving meadows.
2. Characteristics of wastes:
The pH of effluent or waste is between 6.5 and 8.5. However, different values may be retained subject to favourable conclusions of the preliminary study.
Wastes or effluents do not contain any unwanted elements or substances (plastic, metal, glass, etc.) or pathogens beyond the following concentrations:
Salmonella: 8 NPP/10 g MS (numbering according to the most likely number technique);
― Enterovirus: 3 NPPUC/10 g MS (numbering according to the most likely number of cytopathogenic units);
― viable heminth eggs: 3 to 10 g MS.
Waste or effluent may not be spread:
- if the metal trace elements in the soil exceed one of the limit values in Table 2 of Point I below;
- provided that any of the undesirable elements or elements contained in the waste or effluent exceeds the limit values set out in tables 1-a and 1-b of point I below;
― provided that the flux, accumulated over a ten-year period, provided by waste or effluent on any of these components or compounds exceeds the limit values set out in table 1 of point I below.
When waste or effluent is spread on pastures, the maximum flow of metallic trace elements to be taken into account, accumulated over a period of ten years, is that of table 3 of point I below.
Waste or effluent shall not be disposed of on soils with a pre-spread pH of less than 6, except where the following three conditions are simultaneously met:
- soil pH is greater than 5;
― the nature of waste or effluent can help to trace soil pH to a value greater than or equal to 6;
― the maximum cumulative flux of soil elements is below the values of Table 3 below.
3. Forecasting program:
An annual forecasting program is established, in agreement with land lender farmers, no later than one month before the start of the operations concerned. It also includes the parcels of the waste or effluent producer when it is also an agricultural operator.
The program includes:
― the list of plots affected by the campaign as well as the characterization of crop systems (cultures established before and after spreading, intercultural period) on these plots;
- a characterization of the various wastes or effluents (type [liquids, pulpy and solids], predictive quantities, production rate, as well as at least the total nitrogen content and mineral and mineral nitrogen available for fertilizing culture, measured and determined on the basis of analyses dating less than one year);
― results of a soil analysis dating less than a year on the global nitrogen parameter and mineral and mineral nitrogen at each representative point of reference of each homogeneous zone;
- specific preconizations for the intake of waste or effluent (calendar and spreading doses...);
― the identification of legal or physical persons involved in the realization of the spread.
This forecasting program is available for inspection of classified facilities. He was sent to him on his request.
4. The characterization of waste or effluent provided in the pre-study is verified by analysis prior to the first spread. In addition to the first year of spreading, effluents or wastes are periodically analyzed, including whenever changes in processes or treatments are likely to change their quality (especially for the content of metallic and organic components).
5. In the case of a new facility, the data on the characteristics of waste or effluent and the doses of employment are updated and are sent to the prefect after the first year of operation.
6. Unstabilized solid or pasty waste is buried as soon as possible, within a maximum of 48 hours, to reduce olfactory nuisances and loss by volatilization. Derogations from the obligation of burial may, however, be granted on justification in the record for crops in place provided that these are not intended for direct human consumption.
7. Subject to the requirements established pursuant to Public Health Code, the spread of waste or effluent respects the following minimum distances and times:
| Puits, drilling, springs, aqueduct transiting water intended for human consumption in free flow, underground or semi-enterrated facilities used for water storage, whether used for drinking water supply or for watering of vegetable crops | 35 metres 100 metres | Land under 7 per cent Field Slot over 7% |
| Water courses and water plan | 5 meters from the banks 35 meters from the banks 100 meters from the banks 200 meters from the banks | Field slower than 7%: 1. Unfermentable waste buried immediately after spreading. 2. Other cases Field slower than 7%: 1. Solid and stabilized wastes 2. Non solid and unstabilized wastes |
| Bathing places | 200 metres | |
| Aquaculture sites (pisciculture and conchyliculture areas) | 500 metres | |
| Accommodation or premises occupied by third parties, leisure areas and public establishment | 50 metres 100 metres | In case of waste or fragrant effluent |
| Herbages or forage crops | Three weeks before the feeding of animals or the harvest of forage crops | |
| Land for vegetable or fruit crops except fruit tree crops | No spread during the vegetation period | |
| Lands intended for or assigned to vegetable or fruit crops, in contact with soils, or likely to be consumed in a raw state | Ten months before harvest and during harvest itself | |
Item I. ― Grievances in metallic and organic components
Table 1-a. – Limits in metallic components in waste or effluent
| Cadmium | 10 | 0.015 |
| Chrome | 1 000 | 1.5 |
| Copper | 1 000 | 1.5 |
| Mercury | 10 | 0.015 |
| Nickel | 200 | 0.3 |
| Plomb | 800 | 1.5 |
| Zinc | 3,000 | 4.5 |
| Chrome + copper + nickel + zinc | 4,000 | 6 |
Table 1-b. ― Limits of organic compounds in waste or effluent
| Total of 7 major PCBs (*) | 0.8 | 0.8 | 1.2 | 1.2 |
| Fluoranthene | 5 | 4 | 7.5 | 6 |
| Benzo(b)fluoranthenene | 2.5 | 2.5 | 4 | 4 |
| Benzo(a)pyrene | 2 | 1.5 | 3 | 2 |
| (*) PCB 28, 52, 101, 118, 138, 153, 180. | ||||
Table 2. ― Limit values of soil concentration
| Cadmium | 2 |
| Chrome | 150 |
| Copper | 100 |
| Mercury | 1 |
| Nickel | 50 |
| Plomb | 100 |
| Zinc | 300 |
| Cadmium | 0.015 |
| Chrome | 1.2 |
| Copper | 1.2 |
| Mercury | 0.012 |
| Nickel | 0.3 |
| Plomb | 0.9 |
| Selenium (*) | 0.12 |
| Zinc | 3 |
| Chrome + copper + nickel + zinc | 4 |
| (*) For pasture only. | |
Item II. ― Value characterization elements
agronomic waste or effluent and soil
1. Analysis for the characterization of the agronomic value of waste or effluent destined for spreading:
dry matter (%); organic matter (%);
pH;
- global nitrogen;
ammoniacal nitrogen (NH4);
- C/N ratio;
total phosphorus (P2O5); total potassium (in K2O); total calcium (in CaO); total magnesium (in MgO); trace elements (B, Co, Cu, Fe, Mn, Mo, Zn). Cu, Zn and B will be measured at the expected frequency for trace elements.
Other trace elements will be analyzed as part of the initial characterization of waste or effluent.
2. Analysis for the characterization of the agronomic value of soils:
granulometry;
― same parameters as for the agronomic value of waste or effluent by replacing the elements concerned by: P2O5 exchangeable, K2O exchangeable, MgO exchangeable and CaO exchangeable.
Item III. ― Sampling and Analysis Methods
Soil sampling:
The soil sampling shall be carried out within a radius of 7.50 metres around the reference point identified by its Lambert coordinates, at 16 random elementary samples taken in the circle as drawn:
― preferably at the end of the crop and before the plow before the establishment of the next;
― before a possible new spread of waste or effluent;
― by observing in any case a sufficient time after a supply of fertilizing materials to allow their proper integration on the ground;
– at the same time of year as the first analysis and at the same sampling point.
The procedures for the execution of elementary sampling and the formation and packaging of samples are in accordance with NF X 31 100.
Soil preparation and analysis methods:
The preparation of soil samples for analysis is carried out according to NF ISO 11464 December 1994). The extraction of Cd, Cr, Cu, Ni, Pb and Zn metal trace elements and their analysis is carried out according to NF X 31-147 (July 1996). The pH is performed according to NF ISO 10390 (November 1994).
Sample effluent and waste:
Sampling methods may be adapted to the characteristics of waste or effluent from the following standards:
NF U 44-101: organic products, organic amendments, culture-sampling support;
NF U 44-108: sludge of urban wastewater treatment works, liquid sludge, sampling to estimate the mean content of a lot;
NF U 42-051: fertilizer, sampling and lot estimation theory;
NF U 42-053: fertilizing, fertilizer, reception control of a large lot, practical method;
NF U 42-080: fertilizers, solutions and suspensions;
NF U 42-090: fertilizers, calcic and magnesian amendments, solids, sample preparation for testing.
The procedure shall include a report containing the following information:
identification and description of the product to be sampled (appearance, odor, physical state);
- object of sampling;
identification of the operator and the various necessary operations;
- date, time and place of realization;
― measures taken to curb the evolution of the sample;
- frequency of sampling in space and time;
― plan of the locations of elementary sample catches (surface and depth) with their characteristics (weight and volume);
- descriptive of the method of forming the representative sample (at least 2 kg) from the elementary sampling (division, reduction, mixture, homogenization);
- description of sampling equipment;
- description of the packaging of the samples;
- condition of shipment.
The submission of this report may be based on U 42-060 (refertilizer sampling reports).
Methods of preparation and analysis of effluent and waste:
The preparation of the samples may be carried out according to NF U 44-110 on sludges, organic amendments and crop supports.
The extraction method that is not always standardized is defined by the laboratory according to good laboratory practices.
The selected analyses may be selected from the lists below, using, to the extent possible, standardized methods to the extent that they are appropriate to the nature of the waste to be analyzed. If standardized methods exist and are not used by the analysis laboratory, the method used must be justified.
Table 4. • Analytical methods for components
| Metallic elements | Regal water extraction Drying in microwave or oven | Atomic absorption spectrometry or emission spectrometry (AES) or emission spectrometry (ICP) coupled with mass spectrometry or fluorescence spectrometry (for Hg) |
A N N E X E I V
VLE FOR REJECT AQUEUX IN NATURAL MILIEU
I. - Residual waters released in the natural environment respect the following concentration limits:
| 1. Regulated substances | ||
| | CAS number | |
| Phenols | ― | 0.3 mg/l |
| Cyanides | 57-12-5 | 0.1 mg/l |
| Manganese and compounds (in Mn) | 7439-96-5 | 1 mg/l |
| Iron, aluminium and compounds (in Fe + Al) | ― | 5 mg/l |
| Etain (including tributyltin cation and tributyltin oxide) | 7440-31-5 | 2 mg/l, of which 0.05 mg/l for each tributyltin compound cation and tributyltin oxide |
| Halogenated organic compounds (in AOX or EOX) or halogens of absorbable organic compounds (AOX) | ― | 1 mg/l |
| Total hydrocarbons | ― | 10 mg/l |
| Fluor and compounds (in F) (including fluorides) | ― | 15 mg/l |
| 2. Hazardous substances entering the qualification of the state of the water masses | ||
| Chemical state substances | ||
| Alachlore | 15972-60-8 | 50 μg/l |
| Anthracene* | 120-12-7 | 50 μg/l |
| Atrazine | 1912-24-9 | 50 μg/l |
| Benzène | 71-43-2 | 50 μg/l |
| Brome Diphenyl ethers | | 50 μg/l (sum of compounds) |
| Tétra BDE 47 | | |
| Penta BDE 99* | 32534-81-9 | |
| Penta BDE 100* | 32534-81-9 | |
| Hexa BDE 153 | | |
| Hexa BDE 154 | | |
| HeptaBDE 183 | | |
| DecaBDE 209 | 1163-19-5 | |
| Cadmium and its compounds* | 7440-43-9 | 50 μg/l |
| Carbon tetrachloride | 56-23-5 | 50 μg/l |
| Chloroalcanes C10-13* | 85535-84-8 | 50 μg/l |
| Chlorfenvinphos | 470-90-6 | 50 μg/l |
| Chlorpyrifos (ethylchlorpyrifos) | 2921-88-2 | 50 μg/l |
| Cyclonene Pesticides (Aldrine, Dieldrine, Endrine, Isodrine) | 309-00-2/60-57-1/72-20-8/465-73-6 | 50 μg/l (sum of 4 drines) |
| Total DDT | 789-02-06 | 50 μg/l |
| 1,2-Dichloroethane | 107-06-2 | 50 μg/l |
| Dichloromethane | 75-09-2 | 50 μg/l |
| Di(2-ethylhexyl)phtalate (DEHP) | 117-81-7 | 50 μg/l |
| Diuron | 330-54-1 | 50 μg/l |
| Endosulfan (sum of isomers)* | 115-29-7 | 50 μg/l |
| Fluoranthene | 206-44-0 | 50 μg/l |
| Naphthalene | 91-20-3 | 50 μg/l |
| Hexachlorobenzene* | 118-74-1 | 50 μg/l |
| Hexachlorobutadiene* | 87-68-3 | 50 μg/l |
| Hexachlorocyclohexane (sum of isomers)* | 608-73-1 | 50 μg/l |
| Isoproturon | 34123-59-6 | 50 μg/l |
| Plomb and its compounds | 7439-92-1 | 0.5 mg/l |
| Mercury and its compounds* | 7439-97-6 | 50 μg/l |
| Nickel and its compounds | 7440-02-0 | 0.5 mg/l |
| Nonylphenols * | 25154-52-3 | 50 μg/l |
| Octylphenols | 1806-26-4 | 50 μg/l |
| Pentachlorobenzene* | 608-93-5 | 50 μg/l |
| Pentachlorophenol | 87-86-5 | 50 μg/l |
| Polycyclic aromatic hydrocarbons (PAHs) | | |
| Benzo(a)pyrene * | 50-32-8 | |
| Somme Benzo(b)fluoranthène* + Benzo(k)fluoranthène* | 205-99-2 / 207-08-9 | 50 μg/l (sum of 5 compounds) |
| Somme Benzo(g, h, i)perylene* + Indeno(1,2,3-cd)pyrene* | 191-24-2 / 193-39-5 | |
| Simazine | 122-34-9 | 50 μg/l |
| Tetrachloroethylene* | 127-18-4 | 50 μg/l |
| Trichloroethylene | 79-01-6 | 50 μg/l |
| Composed of tributyltin (tributyltin-cation)* | 36643-28-4 | 50 μg/l |
| Trichlorobenzenes | 12002-48-1 | 50 μg/l |
| Trichloromethane (chloroform) | 67-66-3 | 50 μg/l |
| Trifluraline | 1582-09-8 | 50 μg/l |
| Substances of the ecological state | ||
| Arsenic disband | 7440-38-2 | 50 μg/l |
| Copper dissolved | 7440-50-8 | 0.5 mg/l |
| Chrome dissolved (including chrome hexavalent and its compounds expressed in chrome) | 7440-47-3 | 0.5 mg/l including 0.1 mg/l for hexavalent chromium and compounds |
| Zinc disbanded | 7440-66-6 | 2 mg/l |
| Chlortoluron | ― | 50 μg/l |
| Oxadiazon | ― | 50 μg/l |
| Linuron | 330-55-2 | 50 μg/l |
| 2.4 D | 94-75-7 | 50 μg/l |
| 2.4 MCPA | 94-74-6 | 50 μg/l |
| 3. Other relevant substances | ||
| Toluene | 108-88-3 | 50 μg/l |
| Trichlorophenols | | 50 μg/l |
| 2,4,5-trichlorophenol | 95-95-4 | 50 μg/l |
| 2,4,6-trichlorophenol | 88-06-2 | 50 μg/l |
| Ethylbenzene | 100-41-4 | 50 μg/l |
| Xylenes (Somme o, m, p) | 1330-20-7 | 50 μg/l |
| Biphenyle | 92-52-4 | 50 μg/l |
| Tributylphosphate (Tributyl phosphate) | ― | 50 μg/l |
| Hexachloropentadiene | ― | 50 μg/l |
| 2-nitrotoluene | | 50 μg/l |
| 1,2 dichlorobenzene | 95-50-1 | 50 μg/l |
| 1.2 dichloroethylene | 540-59-0 | 50 μg/l |
| 1.3 dichlorobenzene | 541-73-1 | 50 μg/l |
| Dibutyltin Oxyde | 818-08-6 | 50 μg/l |
| Monobutyletain cation | | 50 μg/l |
| Chlorobenzène | | 50 μg/l |
| Isopropyl benzene | 98-82-8 | 50 μg/l |
| PCB (sum of congenes) | 1336-36-3 | 50 μg/l |
| Tributyl phosphate | 126-73-8 | 50 μg/l |
| 2-Chlorophenol | 95-57-8 | 50 μg/l |
| Epichlorhydrine | 106-89-8 | 50 μg/l |
| Chloracetic acid | 79-11-8 | 50 μg/l |
| 2 nitrotoluene | ― | 50 μg/l |
| 1.2.3 trichlorobenzene | ― | 50 μg/l |
| 3.4 dichloroaniline | ― | 50 μg/l |
| 4-chloro-3-methylphenol | 59-50-7 | 50 μg/l |
A N N E X E V
VLE FOR GASTER REJECTS IN NATURAL MILIEU
Gas effluents respect the limit values in the table below according to the hourly flow. In the event that the same pollutant is emitted by various channelled releases, the limit values applicable to each channelled release are determined, if any, based on the total flow of all channelled and diffuse releases.
You can consult the table in the
JOn° 87 of 12/04/2012 text number 4
You can consult the table in the
JOn° 87 of 12/04/2012 text number 4
You can consult the table in the
JOn° 87 of 12/04/2012 text number 4
You can consult the table in the
JOn° 87 of 12/04/2012 text number 4
II. - In the event of using an oxidation technique to eliminate VOCs, the reference oxygen content for the verification of compliance with the emission limit values is that measured in effluents from oxidation equipment. The operator demonstrates in its record record that it is not necessary to install a secondary energy recovery device.
III. - Substances or mixtures to which are assigned, or to which must be affixed, hazard statements H340, H350, H350i, H360D or H360 F or risk phrases R 45, R 46, R 49, R 60 or R 61, due to their content of volatile organic compounds classified as carcinogenic, mutagenic or toxic for the reproduction under the regulations2/2008
IV. - Limit values are required for medium measurements, samples and analyses carried out over a half-hour period.
In the case of instantaneous sampling, no measurement results exceed double the prescribed limit value.
In the case of a permanent self-monitoring (at least one representative measure per day), none of the averages over twenty-four normal operating hours exceeds the emission limit values and none of the average hours is more than 1.5 times the emission limit value;
In the case of periodic measurements, the average of all measurements carried out during a monitoring operation does not exceed the emission limit values and none of the time averages is more than 1.5 times the emission limit value.
A N N E X E V I
TECHNICAL REQUIREMENTS
TO THE OPERATIONS OF PREVIOUS AND ANALYSIS
1. General requirements
The selected analytical laboratory must meet the following two conditions:
1. To be accredited according to NF EN ISO/CEI 17025 for the "residual water" matrix, for each substance to be analyzed. In order to justify this accreditation, the laboratory will have to provide the operator with all of the following documents prior to the commencement of sampling and measurement operations in order to justify that it meets the provisions of this annex: supporting accreditations on sampling operations (if available) and analysis of substances in the "residual waters" matrix including a minimum of the accreditation number and the excerpt of the substances concerned; list of references to hazardous substance sampling operations in industrial releases; performance and quality assurance table indicating whether or not the substance is accredited and the quantification limit that must be less than or equal to the QA of section 65; certification from the supplier agreeing to comply with the requirements of the Technical Annex.
2. Respect the quantification limits listed in section 65 for each substance.
The provider or operator may use subcontracting or carry out sampling operations. In all cases, it shall ensure compliance with the requirements for sampling operations as described below, in close consultation with the laboratory conducting the analyses. Analytical subcontracting is permitted. However, in the event of subcontracting, the laboratory designated for these analyses must meet the same competency criteria as the provider, i.e., meet the two conditions referred to in paragraph 2 above. The provider will, in any event, remain the only person responsible for the performance of the benefits and will undertake to enforce all of the obligations of the technical annex by its subcontractors. When sampling operations are carried out by the analysis provider, it is solely responsible for the proper execution of the entire chain. When sampling operations are carried out by the operator himself or his subcontractor, the operator is the only person responsible for the performance of the collection benefits and therefore, responsible for the quality of the analysis results. Compliance with this specifications and requirements may be controlled by an organization mandated by the State services. All raw data must be kept by the laboratory for at least three years.
2. Sampling operations
Sampling and sampling operations will need to be based on existing standards or guides, which means to date compliance with:
― the NF EN ISO 5667-3 "Water Quality ― Sampling ― Part 3: Guidelines for the Conservation and Handling of Water Samples";
― the guide FD T 90-523-2 "Water Quality ― Guide for Water Quality Monitoring in the Environment ― Residual water removal."
The essential points of these technical repositories are detailed below with respect to general sampling conditions, continuous flow measurement, 24-hour continuous sampling at controlled temperature, sampling and white sampling.
2.1. Sample operators
The sampling operations may be carried out on the site by:
- the analytical provider;
― the subcontractor selected by the analysis provider;
the operator himself or his subcontractor.
In the event that the operator or subcontractor performs the sampling, it is imperative that it have procedures to demonstrate the reliability and reproducibility of its sampling and flow measurement practices. These procedures must incorporate the detailed points in paragraphs 2.2 to 2.6 below and demonstrate that the traceability of these operations is ensured.
2.2. General conditions of sampling
The sample volume shall be representative of the facility's flow and in accordance with the quantities required to perform the accreditation analyses.
In the event of an operator's or subcontractor's intervention for sampling, the number, unit volume, flaconnage, possible preservation and identification of samples will be mandatoryly defined by the analysis provider and communicated to the breeder. The analysis laboratory will provide the flaconnages (see additional bottles for the whites in the sampling system).
The samples will be distributed in the various bottles supplied by the laboratory according to the requirements of the official methods in force, specific to the substances to be analysed and/or the NF EN ISO 5667-3 (1). The samples sent to the laboratory in a bottle of another source must be refused by the laboratory.
The sample must be sent to be received by the analysis laboratory no later than 24 hours after the completion of the sample, under penalty of refusal by the laboratory.
2.3. Continuous flow measurement
The flow measurement shall be carried out continuously over a 24-hour time period, in accordance with existing standards in the FDT-90-523-2 and the technical requirements of the measuring systems manufacturers.
In order to ensure the quality of operation of these measurement systems, periodic metrological controls must be carried out by accredited bodies, resulting in:
For free surface drainage systems:
– a control of the conformity of the measuring organ (seuil, jagger channel, venturi, spill...) with respect to the normative requirements and manufacturers;
― a flow meter operation control in place by a comparative measurement using another flow meter.
For flow systems:
- a control of the conformity of the installation with respect to the normative requirements and manufacturers;
― a comparative measurement flow meter operation check on site (other flow meter, gauge...) or an audit conducted on a measuring bench in an accredited laboratory.
Metrological control will take place before the start of the first measurement campaign, or on the occasion of the first measure, before being renewed at an annual rate.
2.4. 24-hour continuous removal
temperature controlled
This type of sampling requires specific material to form a weighted sample according to the flow.
Materials allowing the production of automated sampling according to the flow or the volume elapsed are:
- either fixed or portable monoflacon samplers, forming a single average sample over the reporting period;
- either fixed or portable multi-layer samplers, comprising several samples (generally 4, 6, 12 or 24) during the reporting period. If this type of sampler is implemented, the samples will need to be homogenized to form the medium sample before transfer to the test bottles.
The samplers used shall refrigerate the samples throughout the reporting period.
In the event that a proportional sampling of the discharge of the effluent is not possible, the pre-harvester will use a time-bound sampling, or one-time sampling if the nature of the releases warrants it (e.g. homogeneous releases in batches). In this case, the flow rate and its evolution will be estimated by the breeder according to the information collected on site (water meters, water balances, etc.). The breeder will need to specify the sampling methodology implemented during the return.
Metrological control of the sampling device shall be carried out periodically on the following points (recommendations of the guide FD T 90-523-2):
- accuracy and repeatability of the volume taken (minimum volume: 50 ml, tolerated difference between theoretical and actual volume 5%);
∙ effluent speed in pipes greater than or equal to 0.5 m/s.
A check of the materials and organs of the sampler will be required (see white sampling system).
The positioning of the effluent outlet shall be as follows:
- in a turbulent area;
― mid-height of the water column;
– at a sufficient distance from the walls to avoid contamination of the samples by the deposits or biofilms that develop therein.
2.5. Sample
The representativeness of the sample is difficult to obtain in the case of the splitting of certain waste water due to its high heterogeneity, high levels of GHG or floating material. A homogenization system may be used in these cases. He won't have to change the sample.
The packaging of the samples shall be carried out in containers conforming to the official methods in force, specific to the substances to be analysed and/or the NF EN ISO 5667-31 standard.
The transport of samples to the laboratory shall be carried out in a room maintained at a temperature of 5 °C ± 3 °C and be completed within 24 hours of the completion of the sampling to ensure the integrity of the samples.
The temperature of the enclosure or samples will be checked upon arrival at the laboratory and indicated in the report on the analyses.
2.6. White sampling
White of the sampling system:
The white sampling system is intended to verify the absence of contamination related to materials (flacons, pipes) used or cross-contamination between successive samplings. It is the responsibility of the breeder to implement the provisions to demonstrate the absence of contamination. The transmission of the results is valid and the operator will therefore be deemed to be emitter of all substances found in its release, with the corresponding content. It will therefore be up to it to control this lack of contamination before transmission of results.
If a white of the sampling system is performed, it is recommended that the following requirements be followed: it must be made mandatory for a minimum period of 3 hours. It can be carried out in a laboratory by circulating water free of micropollutants in the sampling system.
The criteria for acceptance and consideration of white will be as follows:
― if white value < LQ: do not subtract the results of the white from the effluent sampling system;
― if white value ≥ LQ and less than the measurement uncertainty attached to the result: do not subtract the white results from the effluent sampling system
―if the value of the white ✱ the measurement uncertainty attached to the result: the presence of a contamination is proven, the laboratory will have to redo the sampling and analysis of the discharge considered.
Atmosphere white:
The production of an atmosphere white allows the analysis laboratory to ensure the reliability of the results obtained for volatile or airborne compounds and may provide explanatory data to the operator.
Atmospheric white can be made at the operator's request in the event of suspected presence of volatile substances (BTEX, VOC, chlorobenzene, mercury...) on the sampling site.
If implemented, it must be necessarily and systematically:
the day of the removal of aqueous effluent;
― for a period of 24 hours or in any event, over a sampling period of the atmosphere white identical to the duration of the removal of the aqueous effluent. The methodology used is to leave a bottle of VOC-free water and metals exposed to ambient air at the place where the 24-hour sampling is carried out at the flow rate;
The values of the atmosphere white will be mentioned in the analysis report and in no case subtracted from others.
3. Analysis
All analytical procedures shall be started if possible within 24 hours and in any event no later than 48 hours after the sampling is completed.
All analyses must report the entire sample (gross effluent, including SMEs) in accordance with the provisions for the treatment of SMEs that are recovered below, except for polybrominated diphenyl ethers.
In the case of metals, the requested analysis is a determination of the total metal concentration contained in the effluent (no filtration), obtained after digestion of the sample according to the applicable standards:
ISO Standard 15587-1 "Water Quality ― Digestion for the determination of certain elements in water ― Part 1: Digestion in water regal" or
ISO 15587-2 Standard "Water Quality ― Digestion for the determination of certain elements in water ― Part 2: Nitric acid digestion".
For mercury, complete digestion without prior filtration is described in the analytical standards specific to this element.
In the case of alkylphenols, it is requested to simultaneously search for nonylphenols, octylphenols and the first two ethoxylate counterparts (2) of nonylphenols (NP1OE and NP2 OE) and the first two ethoxylate counterparts (2) of octetylphenols (OP1OE and OP2 OE). The search for ethoxylates can be carried out without incremental costs in conjunction with that of nonylphenols and octylphenols using the draft ISO/DIS 18857-2 (3).
Some of the usual monitoring parameters of the facility, namely DCO (oxygen chemical application) or COT (total organic carbon) based on the existing prefectural order, and MES (suspended equipment) will be systematically analyzed in each effluent according to the existing standards (see notes [4], [5], [6] and [7]) in order to verify the representativeness of the activity of the facility on the day
Analytical performance for wastewater is shown in annex 5.2. They are derived from the use of quantification limits transmitted by the analysis providers as part of the SRDE action since 2005.
Integrating GHGs:
The laboratory must specify and describe in detail the methods used in the case of concentration in SSM 50 mg/L.
For the parameters referred to in Appendix 5.1 (with the exception of DCO, COT and SEM), it is requested:
• if 50 < MES < 250 mg/l: perform at least 3 liquid/liquid extractions on the raw sample without separation;
―if MES ≥ 250 mg/l: separately analyze the aqueous phase and the particulate phase after filtration or centrifugation of the raw sample, except for volatile compounds for which the treatment of the raw sample by filtration is to be prohibited. 3,4 dichlorobenzene, isopropylene, toluene, xylene, chloride
The return for each loaded effluent (MES ≥ 250 mg/l) will be as follows: μg/l value obtained in the aqueous phase, μg/kg value obtained in the particulate phase and total value calculated in μg/l.
The analysis of polybrominated diphenyl ethers (PBDE) is not required in water and will be to be performed according to ISO 22032 only on GHGs as soon as their concentration is ≥50 mg/l. The amount of EMS to be collected for the analysis will have to achieve an equivalent LQ in the water of 0.05 μg/l for each BDE.
Done on March 23, 2012.
For the Minister and by delegation:
Director General
risk prevention,
L. Michel
