The Madison daily leader. [volume] (Madison, S.D.) 1890-current, 1914-02-03
fContinued from Page 81

pipes must be dipped In coal tar
while hot. so as to form a good, |
hard, uniform coating. All cast iron
must be sound and free from
holes or cracks Cracked hubs. pipes or
fittings will not be accepted), and all
soil pipes must be of grade known in
commerce as standard" except in
buildings over two stories high. In
such buildings use extra heavy
All fittings need in connection with
such pipes must correspond in weight
and quality.
Sec. "a. Joints, How Made Joints
in cast iron pipes shall be made in oak
um, well tamped. and pure lead, well
calked. and no paint, varnish, putty
or cement of any kind will be allowed.
All joints in wrought iron galvan-
lied pipe shall be screw joints. Joints
in lead pipes must be made in a
workmanlike tanner Joints between
lead pipes and iron pipes must be
made by means of cast brass soldering
nipples, or extra heavy brass calking
ferrules the full size of iron pipe.
Sec. 25. Change in Direction of
Pipes All lead pipes and straps shall
be run as direct al possible; change
in direction of horizontal pipes shall
be made with Y branches, or degree
bends. Offsets shall be made with
forty five degree bends or similar fit
tings. No one-quarter bends shall be
used unless unavoidable, and shall be
specially set forth in permit. All
branches for waste must be made with
Y branches or sanitary t fitting. No
straight T branch will be permitted.
Sec. %. Weight of Lead Pipe
When lead pipe is used for waste or
vent pipes, it shall have a weight of
not less than specified below:
1-inch pipe 2 pounds per lineal foot.
II inch pipe 81 pounds per lineal
foot.
14inch pipe 81 pounds per lineal foot.
. inch pipe A pounds per lineal foot.
3-inch pipe 5 pounds per liueal foot.
81 inch pipe 81 pounds per lineal
foot.
4-inch pipe 8 pounds per lineal foot.
All bends and offsets in lead pipes
must be made 80 as to leave full size
openings, and care must be taken not
to materially weaken any portion OF
the pipes in bending or working, and
all lead pipes, when placed in posi-
ton. must he properly supported to
prevent sagging.
Sec. 81. Termination of pipes at
Roof All main soil or waste pipes
shall be carried full size within "a foot
of roof and then increase one size to
ten inches above the roof. except in
case of roof used for drying purposes;
in all such cases they shall extend sew
eI feet above the roof, and be suitably
braced. When within twenty five
feet of any opening in the same or
in adjoining building, such main soil
or waste shall be carried up IN
| diminished in size. but not less than
four (4) inches in diameter, two feet
above such opening, unless such pipe
is provided with running trap and
fresh air inlet. There shall be nc
cowell, ventllators or return bends put
on the end of pipes above roof.
Sec. 80. All side soil or waste pipe:
extending fifteen feet or more from
man line must extend through roof,
or re-vent into n main soil pipe.
Sec. 30. All connections with pub
lie sew ers must be made in accordance
with section No. 30 and 81 governing
the same, and il said connection i
not sanitary such work must b
changed so rs to conform with THU
ordinance. All sewers outside o.
buildings must be laid in ground O
sufficient soiidity for a proper FONDA
ticn and in a trench with a uniform
grade of not less than one-eighth incl
to the foot, and one-fourth inch, il
practicable.
Cylindrical. terra Gotta pipes or vitri
fed salt glazed pipes of standard
weight, of best quality free from flaws
splits, or cracks, perfectly burned ant
we'll glazed over the entire surface
inside and outside, may be used outsid'
the buildings.
All sewer pipes must be- we'll cement
ed with good Portland cement al
around the joint and we'll fitted to
gether, the dirt being tamped arount
the pipe and cement mortar thorough,
wiped out with a swab after laying s.
as to prevent any rough surface inside
the pipe. Terra Gotta pipes or v~itritiec
pipes will be permitted within three
feet OF wall or foundation. All chang
of direction must be made with "Y's'
or one-eighth bend.
Sec, 30. Tapping Sewers-W here
No person shall tap any public sewe
at any place than at the regular june
tion built into the sewer for that pur
pose. without authority from the build
ing inspector therefor, nor shall any pc
rson make any connection with tn
public sewer Of the city except in th
presence of the building inspector or c
some person by him duly authorize
for that purpose.
Sec. 81 Grade of Sewers Al
house drains and connection
must have a fall from the lot line t
the main sewer of at least n -fourt
of an inch to one foot, unless b
permission q less fall be allowed b
the building inspector.
Sec. SO. The drainage of all build
ings public or private. and the alters
49,, 80 the cov,a oko1l ha ava.r<a