18.Available area: The available area of the disposal site of a soil absorption field that serves an isolated dwelling must, without having to cut any trees, comply with the minimum standards in the following table, according to the origin of the effluent and the number of bedrooms:
In other cases, the available area of the disposal site of the soil absorption field must, without having to cut any trees, comply with the minimum standards in the following table, according to the origin of the effluent and the total daily flow:
Total daily flow (litres) Minimum available area (square metres) ____________________________________________________________________
Effluent from a Effluent from a primary treatment secondary treatment system system ____________________________________________________________________
0 to 540 80 53 ____________________________________________________________________
541 to 1080 120 80 ____________________________________________________________________
1081 to 1620 180 120 ____________________________________________________________________
1621 to 2160 240 160 ____________________________________________________________________
2161 to 2700 300 200 ____________________________________________________________________
2701 to 3240 360 240 ____________________________________________________________________
R.R.Q., 1981, c. Q-2, r. 8, s. 18; O.C. 786-2000, s. 23; 306-2017O.C. 306-2017, s. 1611.
18.Available area: The available area of the disposal site of a soil absorption field that serves an isolated dwelling must, without having to cut any trees, comply with the minimum standards in the following table, according to the origin of the effluent and the number of bedrooms:
The available area of the disposal site of the soil absorption field that serves another building must, without having to cut any trees, comply with the minimum standards in the following table, according to the origin of the effluent and the total daily flow:
Total daily flow (litres) Minimum available area (square metres) ____________________________________________________________________
Effluent from a Effluent from a primary treatment secondary treatment system system ____________________________________________________________________
0 to 540 80 53 ____________________________________________________________________
541 to 1080 120 80 ____________________________________________________________________
1081 to 1620 180 120 ____________________________________________________________________
1621 to 2160 240 160 ____________________________________________________________________
2161 to 2700 300 200 ____________________________________________________________________
2701 to 3240 360 240 ____________________________________________________________________
R.R.Q., 1981, c. Q-2, r. 8, s. 18; O.C. 786-2000, s. 23.