Sewage and sewerage of farm homes [1922] — John Shaqi
Sewage and sewerage of farm homes [1922]Warren, George M. (George Milton)
Science
Sewage and sewerage of farm homes [1922]
Warren, George M. (George Milton)
Sewage disposal, Rural; Sewerage, Rural
=Concrete work.=--Before excavation for the tank is begun, two wooden
forms should be built for shaping the inside of the settling and siphon
chambers. In most instances the ground is fairly firm, so that the lines
of excavation may conform to the outside dimensions of the tank, the
back of the walls being built against the earth. The forms may be made
of square-edged boards, braced and lightly nailed, as shown in figure
28. The forms should have no bottom. If it is desired to lay the sides
and covering slab in one operation, the top of the forms must be boarded
over. All pipe and manhole openings should be accurately placed and cut.
The faces of the forms may be covered with paper or smeared with soap or
grease to facilitate removal later.
The ground should next be excavated to the proper depth for placing the
floors in both chambers. The settling chamber floor, being the lower,
should be placed first. Effort should be made to secure water-tight
work, a feature of especial importance where leakage might endanger a
well or spring. A concrete mixture of 1:2:4 is generally preferred (1
volume cement, 2 volumes sand, 4 volumes stone). The ingredients should
be of best quality and thoroughly mixed. The concrete should be poured
promptly and worked with a spade or flat shovel to make the face smooth
and eliminate pockets or voids within the mass.[10] Before the settling
chamber floor has hardened the form should be set upon the floor and the
concrete work continued up the sides. The pipe form for the submerged
outlet should be set. When the side walls of the settling chamber have
reached the bottom of the excavation for the siphon chamber, the siphon
trap with its connecting branch and short piece of pipe should be set to
proper line and grade and blocked in position. The floor of the siphon
chamber should now be poured and the form for that chamber placed thereon,
leaving a 6-inch or 8-inch space (according to the thickness of the
division wall) between the ends of the two forms. Pouring of all side
walls and the top slab should continue without stop, making the entire
structure a monolith.
[10] See footnote, p. 17. For more detailed information on form and
concrete work the reader is referred to U. S. Department of Agriculture
Farmers' Bulletin No. 481, "Concrete Construction on the Live-Stock
Farm."
[Illustration: Fig. 28.--Forms for concrete work--how to use them.
1. Make the forms as shown and to the dimensions required by fig. 25
and the table on p. 37; nails to be driven from the inside and left
projecting for drawing with a claw hammer.
2. Excavate to lines 6 or 8 inches, as may be required, outside of the
forms and to the depths required for both chambers.
3. Pour settling chamber floor and place form thereon.
4. Pour settling chamber walls to level of siphon chamber excavation,
inserting submerged outlet pipe at the proper height.
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