The following table gives the dimensions of tanks which should be adopted to provide a proper time of detention of sewage, based on the number of persons to be served:
| TABLE I | ||||
|---|---|---|---|---|
| Dimensions for Settling Tanks | ||||
| Persons Served by Sewer. | Mean Inside Width (Feet). | Mean Inside Length (Feet). | Depth (Feet).[[1]] | |
| 4 | 3 | 4 | 5 | |
| 8 | 3 | 7 | 5 | |
| 12 | 4 | 7.5 | 5 | |
| 15 | 4 | 8 | 5 | |
| 25 | 4 | 10 | 5 | |
| 35 | 4.5 | 12 | 5 | |
| 50 | 6 | 12 | 5 | |
| 75 | 6 | 15 | 6 | |
| 100 | 7 | 17 | 6 | |
| 125 | 8 | 17.5 | 6 | |
| 150 | 8 | 18 | 6 | |
| 175 | 8 | 20 | 6 | |
| 200 | 8 | 22 | 6 | |
| 250 | –-2 compartments in tank, each | 5.5 | 18 | 6 |
| 300 | –-2 compartments in tank, each | 5.5 | 18.5 | 7 |
| 350 | –-2 compartments in tank, each | 6 | 19 | 7 |
| 400 | –-2 compartments in tank, each | 6 | 19 | 8 |
| 450 | –-2 compartments in tank, each | 6 | 22 | 8 |
| 500 | –-2 compartments in tank, each | 6 | 24 | 8 |
[1]. 12 inches greater than depth of sewage.
Fig. 3.—Sketch of Settling Tank with Longitudinal Partition Wall.
The dimensions of settling tanks given above provide for longer periods of detention in the case of the smaller tanks than in that of the larger, an excess which is necessary on account of the greater fluctuation in the flow of sewage reaching the smaller tanks. The larger tanks may be better and more conveniently operated if they are divided by a longitudinal partition wall as shown by Fig. [3], and arranged for in the table for tanks serving 250 or more persons. This provision is not so necessary in the case of the smaller tanks, especially if they are to be installed at summer resorts or country homes occupied for only a few months in the summer. If, however, the tanks are to be operated continuously they may have two chambers for greater convenience in removing sludge. The flow through one compartment may then be stopped by closing a valve placed on the inlet pipe to that compartment, or by inserting one of the stop-planks or sluices in a diverting chamber, as shown in Fig. [3], at the left of the tank and inserting a ten-inch board in the groove over the outlet weir wall of the compartment to be cleaned. The entire flow of sewage is then passed through the other compartment while the first is being cleaned. This division of the tank into two compartments is sometimes desirable in the case of the smaller tanks and may easily be accomplished. For instance, instead of a tank 6 feet by 12 feet, two compartments may be arranged for, each 3 feet 6 inches by 10 feet; and instead of a tank 8 feet by 20 feet, two compartments may be constructed, each 5 feet wide and 16 feet long.
The settling tank should be located as far as conveniently possible from the dwelling, and especially from any wells or springs, in order that leakage of sewage, which may always occur, will not lead to the contamination of a water supply or of the soil near the residence. It may not be possible in every case to locate such tanks more than fifty feet away from the house or from the well, but the distance should never be less than this, and when located at this minimum distance from the dwelling or from a well, especial care should be used to make the tank water-tight.
The walls of the tank should preferably be constructed of concrete, although they may be built of brick or wood. The last material is often the cheapest, and tanks constructed of lumber will last for several years without renewal. The concrete tank, however, is more easily made water-tight, and is a permanent structure. The walls of the tank, when the height is less than 8 or 10 feet, should be 8 inches thick at the top, and should have a batter on the inside of 1½ inches per foot of height. If the tank is to be built with two compartments, the partition wall should be 10 or 12 inches thick at the top and should have a batter on both sides.
The tank should generally be placed with its top at the level of the ground surface, and the sewer from the house should enter the end of the tank with its flow line or invert 12 inches below the top of the walls. The house sewer or drain should have a grade or fall of not less than 9 inches in 100 feet. Preferably, the sewer should be laid at the above minimum grade for at least 50 feet or so before it enters the tank in order to prevent excessive velocity in the sewage flow at this point. At the entrance to the tank the sewer should be provided with an elbow so that the sewage will be discharged downward below the surface. Similarly, if an outlet pipe from the tank is used, as shown in Fig. [5], this pipe should pass through the wall at the outlet end of the tank, one foot below the top of the tank, and should also be provided with an elbow which will start from below the surface.
Where a siphon is to be used to discharge the effluent from the tank onto a filter or into a system of sub-surface tiling, the separate chamber in which the siphon must be placed may be built as an extension of the settling tank so that the end wall of the settling tank will serve as one of the walls of the siphon chamber.