[Amended 1-12-1981 by Ord. No. 81-04; 5-22-2017 by Ord. No. 2017-12; 4-8-2019 by Ord. No. 2019-07]
A. The minimum size public sanitary sewer shall be eight inches in diameter.
B. All sanitary sewers and services shall be constructed of ductile
iron or PVC pipe.
C. The minimum cover on any sanitary sewers shall be three feet zero
inches. Sewers in excess of 20 feet zero inches of cover shall require
special bedding as approved by the Village Engineer. Risers shall
be required where sewers are over 12 feet zero inches in depth, and
shall extend to within eight feet zero inches of proposed grade.
D. All sanitary sewer manholes shall be four feet zero inches in diameter
and spaced not more than 400 feet apart.
E. The maximum allowable infiltration shall be 200 gallons/day/inch
diameter/mile of sewer.
F. No property to which a public sanitary sewer has been extended may
use such sewer except in accordance with the requirements and provisions
of the Village Code.
G. No public sanitary sewer shall be extended to a property that does
not conform to the provisions of the Village zoning regulations, and no property connected to a public sanitary sewer may
continue to receive service from the public sanitary sewer system
unless such property is used in conformity with the Village's zoning
regulations.
[Amended 1-12-1981 by Ord. No. 81-04; 5-22-2017 by Ord. No. 2017-12]
A. All inlets shall be located to drain a maximum street length of 400
feet. Where the inlet is located at a low point, additional inlets
may be required by the Village Engineer. No more than two inlets shall
be interconnected. Inlets shall be so located that stormwater runoff
will not "pond." Depressed street crowns to facilitate drainage will
not be allowed.
B. Rear yard catch basins shall be placed where required by the Commissioner.
C. The minimum size storm sewer shall be 12 inches in diameter, and
minimum size inlet connections shall be 10 inches in diameter.
D. The minimum cover shall be three feet zero inch for all storm sewers
unless special precautions are taken to protect the pipe, as approved
by the Commissioner.
E. Storm sewers shall be nonreinforced concrete ASTM C14 or reinforced
concrete C76, with gasket joints. All inlet connections shall be reinforced
concrete, C76, Class III.
F. All manholes, inlet manholes, inlets and catch basins, and headwalls
shall be designed in accordance with the standard details of the Village.