Sewage and sewerage of farm homes [1928]Warren, George M. (George Milton)
Science
Sewage and sewerage of farm homes [1928]
Warren, George M. (George Milton)
Sewage disposal, Rural; Sewerage, Rural
A plant for use all year round should have two chambers, one to secure
settlement and septicization of the solids and the other to secure
periodic discharge of the effluent by the use of an automatic sewage
siphon. The first chamber is known as the settling chamber, the second
as the siphon or dosing chamber. The siphon chamber is often omitted
and the effluent is allowed to dribble away through subsurface tile, as
illustrated in Figure 16. The latter procedure is not generally advised,
but may be permissible where the land slopes sharply or has long periods
of rest, as at summer houses and camps.
The septic tanks shown in this bulletin are designed to satisfy the
following conditions:
1. Water consumption of 40 gallons per person per day of 24 hours.
2. A detention period of about 24 hours; that is, the capacity of the
settling chamber below the flow line is approximately equal to the
quantity of sewage discharged from the house in 24 hours.
3. Where a siphon chamber is provided, its size is such that the dose of
sewage shall be approximately equal to 20 gallons per person; that is, the
capacity of the siphon chamber between the discharge and low-water lines
is roughly equal to the quantity of sewage discharged in 12 hours.
A simple one-chamber brick tank suitable for a household discharging 180
to 280 gallons of sewage daily is shown in Figure 21. A small two-chamber
tank constructed of 24-inch vitrified pipe, suitable for a household
discharging about 125 gallons of sewage daily, is shown in Figure 22. A
typical two-chamber concrete tank is shown in Figure 23. Excepting the
submerged outlet, all pipes within the tank and built into the masonry
are cast-iron soil pipe with cast-iron fittings. Vitrified or concrete
sewer pipe and specials are generally used, as they are frequently more
readily obtainable and a slight saving in first cost may be effected. Cast
iron is less liable to be broken in handling or after being set rigidly in
masonry, and the joints are more easily made water-tight. The submerged
outlet is midway of the depth of liquid in the settling chamber. The
inside depth of the siphon chamber is the drawing depth of the siphon plus
1 foot 5 inches.
The following table gives the principal dimensions with quantities of
materials for four sizes of tank as illustrated in Figure 23:
_Dimensions and quantities for septic tanks_
Public-domain text, read in full here on John Shaqi.
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