formations or groundwater are encountered at shallower depths, a mound may be
constructed to permit a pit of sufficient depth.
(3) Sills shall be provided to form the support for the outhouse building. Pit curbings shall
extend to the full depth of the pit unless in rock formation, in which case the lower section
of the curbing may be omitted. The curbing should not support the building or the sills.
(4) Pit mounds shall be of well-tamped earth installed in thin layers, shall extend outward
on the level for a distance of not less than 18 inches in all directions from the sills, and
thence outward to meet the surrounding ground surface with a slope not greater than 1
vertical to 3 horizontal. Mounds should be covered with sod or otherwise protected against
erosion.
(5) The floor and seat riser shall be built of impervious material or tongue and groove
lumber, and in a manner to exclude insects. The seat riser shall be so constructed and
bonded with the floor as to prevent seepage through the riser onto the floor.
(6) The seat opening shall be covered with a hinged lid.
(7) The pit should be ventilated from the riser to a point outside the building by a flue or
vent having a cross-sectional area of not less than 12 square inches. The joints shall be tight
and the opening screened with 16 mesh screening, preferably of copper.
History: 1944 AC; 1944 ACS 7; 1954 AC; 1979 AC.
R 325.423 Minimum standards for septic tank privy or septic toilet.
Rule 3. (1) The tank should be located at least 50 feet from any well or other source of
groundwater supply and upon ground sloping away from the water supply. No tank shall
be located less than 2 feet from any lot or alley line or less than 25 feet from any lake or
stream.
(2) The tank shall be constructed of an impervious material and be watertight. The depth
below the outlet pipe shall be not less than 30 inches. When constructed of concrete the
side walls, top and bottom shall be of a mixture and thickness which will insure a dense,
watertight structure. Sufficient reinforcement shall be used to prevent cracking. When
constructed of metal, Armco ingot iron or other rust-resisting material not less than 12
gauge shall be used. All metal surfaces inside and outside shall be thoroughly coated with
a good quality asphalt base material. All tanks shall be provided with an outside opening,
not less than 12 inches in diameter, fitted with a tight cover, to permit inspection and
cleaning. The outlet of all tanks shall be so constructed as to prevent solid material passing
into the discharge pipe. Tanks should be filled with water before being put into operation
and after each cleaning.
(3) A drop tube, securely fastened to the toilet bowl and to the tank, shall extend into the
tank but not more than 2 inches below the water line. A vitreous china toilet bowl with seat
and seat cover securely hinged should be used.
(4) A ventilating pipe connected to the bowl and extending above all parts of the building
shall be installed.
(5) Cast-iron soil pipe shall be leaded or bonded to the tank and extend not less than 10
feet from the building where it may be connected to the disposal tile. Disposal tile should
be laid so that a 12-inch earth cover is provided. Under no condition shall the tile line be
laid below the groundwater level.
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Courtesy of Michigan Administrative Rules