§ 50.011 SEWER GRADES.

Sewers constructed shall always be of sufficient grade so that the flows will reach a self-cleansing velocity. The minimum grades of sewers shall be as follows:

Diameter of Pipe (Inches)	Fall in Feet Per 100 Sewer
6	0.65
8	0.40
10	0.29
12	0.22
15	0.16
18	0.12
24	0.10
28	0.08
36	0.04

(`81 Code, § 50.11) (Ord. 1242, passed 5-25-60) Penalty, see § 50.999

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