Practical Methods of Sewage Disposal for Residences, Hotels and InstitutionsOgden, Henry N. (Henry Neely)
Science
Practical Methods of Sewage Disposal for Residences, Hotels and Institutions
Ogden, Henry N. (Henry Neely)
Sewage disposal
In making the excavation for the tank, after reaching the proposed level
for the floor a trench should be cut around the floor space to a depth
of 6 to 8 inches below the floor level. The width of this trench should
be such as to extend from 6 to 8 inches inside and an equal distance
outside the wall at the floor level. After the walls have been
constructed as described, the forms should be left in place for at least
24 hours, to allow the concrete to set, and then removed. The excavation
inside the walls should then be carried 6 inches below the floor level,
the soil well tamped, and a 6–inch layer of concrete placed to form the
floor of the tank. It is well to sprinkle all concrete daily until it
has thoroughly set.
If the type of siphon selected has a U-shaped pipe extending below the
floor of the siphon chamber, it will be necessary to set the siphon in
position while the floor is being laid and the discharge pipe in
position while the wall is being laid. The siphon should be so placed
that the bottom of the bell over the longer leg is 3 inches above the
floor of the siphon chamber or of the sump in the siphon chamber if such
a depression is made in the construction of the floor.
[Illustration: FIG. 5.—View of Settling Tank, Showing Baffles, Sludge
Pipe, Drain Pipe, and Inlet and Outlet Pipes.]
The floor of the tank should slope toward the inlet end at a rate of
one-half inch per foot of length in order to facilitate the removal of
sludge when the tank is being cleaned. This will result in providing a
somewhat greater depth at the inlet end of the tank than is shown by the
tables, and a lesser depth at the outlet end, leaving the depth at the
centre of the tank as shown. The inlet and outlet pipes to the tank,
which should be of cast iron, should be placed in position through the
forms while the walls are being laid.
When it is desired to have an outlet pipe from the tank near the bottom
(see pipe A, Fig. 5), for the purpose of drawing off the supernatant
liquid, and so saving the labor of removing the liquid by pail when the
tank is being cleaned, this pipe should be of cast iron, 4 inches in
diameter and fitted with a valve and valve rod placed outside the tank,
and should also be placed in position during the construction of the
tank. The valve rod, or stem, should reach to the surface of the ground
through a 3–inch pipe casing. The lower outlet pipe should be extended
around the siphon chamber to discharge into the effluent pipe leading
away from this chamber, when possible. This lower outlet pipe should
leave the tank at least one foot above the floor and sometimes at a
higher elevation, in order to discharge into the sewer leading to the
irrigation field or to the filter.
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