SCHEDULE 1 REQUIREMENTS FOR SILOS
Regulation 3(1)(a)
1 The requirements which have to be satisfied in relation to a silo are that—
(a) it complies with the following provisions of this Schedule; or
(b) it is designed and constructed in accordance with the standard on cylindrical forage tower silos published by the British Standards Institution and numbered BS 5061: 1974.
The International Standard Book Number (ISBN) in respect of BS 5061: 1974 is 0 580 080706.
2 The base of the silo shall extend beyond any walls of the silo and shall be provided at its perimeter with channels designed and constructed so as to collect any silage effluent which may escape from the silo and adequate provision shall be made for the drainage of that effluent from those channels to an effluent tank through a channel or pipe.
3 The capacity of the effluent tank—
(a) in the case of a silo with a capacity of less than 1500 cubic metres, shall be not less than 20 litres for each cubic metre of silo capacity; and
(b) in the case of a silo with a capacity of 1500 cubic metres or more, shall be not less than 30 cubic metres plus 6.7 litres for each cubic metre of silo capacity in excess of 1500 cubic metres.
4 The base of the silo, the base and walls of its effluent tank and channels and the walls of any pipes shall be impermeable.
5 The base and any walls of the silo, its effluent tank and channels and the walls of any pipes shall, so far as reasonably practicable, be resistant to attack by silage effluent.
6 No part of the silo, its effluent tank or channels or any pipes shall be situated within 10 metres of any inland or coastal waters which silage effluent could enter if it were to escape.
7 If the silo has retaining walls—
(a) the retaining walls shall be capable of withstanding minimum wall loadings calculated on the assumptions and in the manner indicated by paragraphs 13.9.1 to 13.9.9 of the code of practice on buildings and structures for agriculture published by the British Standards Institution and numbered BS 5502: Part 22: 1987;
The International Standard Book Number (ISBN) in respect of BS 5502: Part 22: 1987 is 0 580 162869.
(b) the silo shall at no time be loaded to a depth exceeding the maximum depth consistent with the design assumption made in respect of the loadings of the retaining walls; and
(c) notices shall be displayed on the retaining walls in accordance with paragraph 13.9.9 of that code of practice.
8 Subject to paragraph 9 below, the silo, its effluent tank and channels and any pipes shall be designed and constructed so that with proper maintenance they are likely to satisfy the requirements of paragraphs 2 to 5 and, if applicable, 7(a) above for a period of at least 20 years.
9 Where any part of an effluent tank is installed below ground level, the tank shall be designed and constructed so that without maintenance it is likely to satisfy the requirements of paragraphs 4 and 5 above for a period of at least 20 years.

SCHEDULE 2 REQUIREMENTS FOR SLURRY STORAGE SYSTEMS
Regulation 4(1)
1 The requirements which have to be satisfied in relation to a slurry storage system are as follows.
2 The base of the slurry storage tank, the base and walls of any effluent tank, channels and reception pit and the walls of any pipes shall be impermeable.
3 The base and walls of the slurry storage tank, any effluent tank, channels and reception pit and the walls of any pipes shall be protected against corrosion in accordance with paragraph 7.2 of the code of practice on buildings and structures for agriculture published by the British Standards Institution and numbered BS 5502: Part 50: 1989.
The International Standard Book Number (ISBN) in respect of BS 5502: Part 50: 1989 is 0 580 172112.
4 The base and walls of the slurry storage tank and of any reception pit shall be capable of withstanding characteristic loads calculated on the assumptions and in the manner indicated by paragraph 5 of that code of practice.
5 (1) Any facilities used for the temporary storage of slurry before it is transferred to a slurry storage tank shall have adequate capacity to store the maximum quantity of slurry which (disregarding any slurry which will be transferred directly into a slurry storage tank) is likely to be produced on the premises in any two day period.
(2) Where slurry flows into a channel before discharging into a reception pit and the flow of slurry out of the channel is controlled by means of a sluice, the capacity of the reception pit shall be adequate to store the maximum quantity of slurry which can be released by opening the sluice.
6 (1) Subject to sub-paragraph (2) below, the slurry storage tank shall have adequate storage capacity for the likely quantities of slurry produced from time to time on the premises in question having regard to—
(a) the proposed method of disposal of the slurry (including the likely rates and times of disposal); and
(b) the matters mentioned in sub-paragraph (3) below.
(2) Where it is proposed to dispose of the slurry on the premises by spreading it on the land nothing in sub-paragraph (1) above shall require the tank to have a greater storage capacity than is adequate, having regard to the matters mentioned in sub-paragraph (3) below, to store the maximum quantity of slurry which is likely to be produced in any continuous four month period.
(3) The matters to which regard is to be had under sub-paragraphs (1) and (2) above are—
(a) the storage capacity of any other slurry storage tank on the premises in question;
(b) the likely quantities of rainfall (including any fall of snow, hail or sleet) which may fall or drain into the slurry storage tank during the likely maximum storage period; and
(c) the need to make provision for not less than 750 millimetres of freeboard in the case of a tank with walls made of earth and 300 millimetres of freeboard in all other cases.
7 No part of the slurry storage tank or any effluent tank, channels or reception pit shall be situated within 10 metres of any inland or coastal waters which slurry could enter if it were to escape.
8 The slurry storage tank and any effluent tank, channels, pipes and reception pit shall be designed and constructed so that with proper maintenance they are likely to satisfy the requirements of paragraphs 2 to 4 above for a period of at least 20 years.
9 Where the walls of the slurry storage tank are not impermeable, the base of the tank shall extend beyond its walls and shall be provided with channels designed and constructed so as to collect any slurry which may escape from the tank and adequate provision shall be made for the drainage of the slurry from those channels to an effluent tank through a channel or pipe.
10 (1) Subject to sub-paragraph (2) below, where the slurry storage tank, any effluent tank or reception pit is fitted with a drainage pipe there shall be two valves in series on the pipe and each valve shall be capable of shutting off the flow of slurry through the pipe and shall be kept shut and locked in that position when not in use.
(2) Sub-paragraph (1) above does not apply in relation to a slurry storage tank which drains through the pipe into another slurry storage tank of equal or greater capacity or where the tops of the tanks are at the same level.
11 In the case of a slurry storage tank with walls which are made of earth the tank shall not be filled to a level which allows less than 750 millimetres of freeboard.

SCHEDULE 3 REQUIREMENTS FOR FUEL OIL STORAGE AREAS
Regulation 5(1)(a)
1 The requirements which have to be satisfied in relation to a fuel oil storage area are as follows.
2 The fuel storage area shall be surrounded by a bund capable of retaining within the area—
(a) in a case where there is only one fuel storage tank within the fuel storage area and fuel oil is not otherwise stored there, a volume of fuel oil not less than 110 per cent of the capacity of the tank;
(b) in a case where there is more than one fuel storage tank within the fuel storage area and fuel oil is not otherwise stored there, a volume of fuel oil not less than whichever is the greater of—
(i) 110 per cent of the capacity of the largest tank within the storage area; and
(ii) 25 per cent of the total volume of such oil which could be stored in the tanks within the area;
(c) in a case where there is no fuel storage tank within the fuel storage area, a volume of fuel oil not less than 25 per cent of the total of such oil at any time stored within the area;
(d) in any other case, a volume of fuel oil not less than any of the following—
(i) 110 per cent of the capacity of the fuel storage tank or, as the case may be, of the largest tank within the fuel storage area;
(ii) where there is more than one fuel storage tank within the fuel storage area, 25 per cent of the total volume of such oil which could be stored in the tanks within the area;
(iii) 25 per cent of the total volume of such oil at any time stored within the area.
3 The bund and the base of the storage area shall be impermeable and shall be designed and constructed so that with proper maintenance they are likely to remain so for a period of at least 20 years.
4 Every part of any fuel storage tank shall be within the bund.
5 Any tap or valve permanently fixed to the tank through which fuel oil can be discharged to the open shall also be within the bund, shall be so arranged as to discharge vertically downwards and shall be shut and locked in that position when not in use.
6 Where fuel from the tank is delivered through a flexible pipe which is permanently attached to the tank—
(a) it shall be fitted with a tap or valve at its end which closes automatically when not in use; and
(b) it shall be locked in a way which ensures that it is kept within the bund when not in use.
7 No part of the fuel storage area or the bund enclosing it shall be situated within 10 metres of any inland or coastal waters which fuel oil could enter if it were to escape.