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Q-2, r. 22 - Regulation respecting waste water disposal systems for isolated dwellings
Section 51
Versions
51. Building or site supplied by a pressurized water pipe: When a privy is used for an isolated dwelling supplied by a pressurized water pipe, grey water must be purified by a septic tank referred to in section 10 or section 11, which must be connected to a seepage bed in accordance with Divisions V and VII, except for the minimum capacity of the septic tank, which in that case must be 2.3 m3, and the available area of the disposal site of the seepage bed must comply with the standards in the following table, according to the number of bedrooms:
___________________________________________________
Number Minimum
of bedrooms available area
(square metres)
1 14
2 20
3 30
4 40
5 50
6 60
___________________________________________________
___________________________________________________
Number Minimum
of bedrooms available area
(square metres)
1 14
2 20
3 30
4 40
5 50
6 60
___________________________________________________
When a privy is used for another building or site referred to in section 2 supplied by a pressurized water pipe, grey water must be purified by a septic tank referred to in section 10 or section 11, which must be connected to a seepage bed in accordance with Divisions V and VII, except for the minimum capacity of the septic tank, which in that case must be 2.3 m3, and the available area of the disposal site of the seepage bed must comply with the standards in the following table, according to the total daily flow:
_______________________________________________________
Total daily flow (litres) Minimum available area
(square metres)
_______________________________________________________
0 to 540 14
_______________________________________________________
541 to 1080 20
_______________________________________________________
1081 to 1620 30
_______________________________________________________
1621 to 2160 40
_______________________________________________________
2161 to 2700 50
_______________________________________________________
2701 to 3240 60
_______________________________________________________
Section 29 applies, with the necessary modifications, to the computation of the available area mentioned in the first and second paragraphs.
51. Isolated dwelling with a pressurized water system: When a privy is used for an isolated dwelling supplied by a pressurized water pipe, grey water must be purified by a septic tank referred to in section 10 or section 11, which must be connected to a seepage bed in accordance with Divisions V and VII, except for the minimum capacity of the septic tank, which in that case must be 2.3 m3, and the available area of the disposal site of the seepage bed must comply with the standards in the following table, according to the number of bedrooms:
___________________________________________________
Number Minimum
of bedrooms available area
(square metres)
1 14
2 20
3 30
4 40
5 50
6 60
___________________________________________________
_______________________________________________________
Total daily flow (litres) Minimum available area
(square metres)
_______________________________________________________
0 to 540 14
_______________________________________________________
541 to 1080 20
_______________________________________________________
1081 to 1620 30
_______________________________________________________
1621 to 2160 40
_______________________________________________________
2161 to 2700 50
_______________________________________________________
2701 to 3240 60
_______________________________________________________
___________________________________________________
Number Minimum
of bedrooms available area
(square metres)
1 14
2 20
3 30
4 40
5 50
6 60
___________________________________________________
When a privy is used for another building supplied by a pressurized water pipe, grey water must be purified by a septic tank referred to in section 10 or section 11, which must be connected to a seepage bed in accordance with Divisions V and VII, except for the minimum capacity of the septic tank, which in that case must be 2.3 m3, and the available area of the disposal site of the seepage bed must comply with the standards in the following table, according to the total daily flow:
_______________________________________________________
Total daily flow (litres) Minimum available area
(square metres)
_______________________________________________________
0 to 540 14
_______________________________________________________
541 to 1080 20
_______________________________________________________
1081 to 1620 30
_______________________________________________________
1621 to 2160 40
_______________________________________________________
2161 to 2700 50
_______________________________________________________
2701 to 3240 60
_______________________________________________________
Section 29 applies, with the necessary modifications, to the computation of the available area mentioned in the first and second paragraphs.
