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Chicago Overview
Municipal Code of Chicago
MUNICIPAL CODE OF CHICAGO
TITLE 1 GENERAL PROVISIONS
TITLE 2 CITY GOVERNMENT AND ADMINISTRATION
TITLE 3 REVENUE AND FINANCE
TITLE 4 BUSINESSES, OCCUPATIONS AND CONSUMER PROTECTION
TITLE 5 HOUSING AND ECONOMIC DEVELOPMENT
TITLE 6 HUMAN RIGHTS*
TITLE 7 HEALTH AND SAFETY
TITLE 8 OFFENSES AFFECTING PUBLIC PEACE, MORALS AND WELFARE
TITLE 9 VEHICLES, TRAFFIC AND RAIL TRANSPORTATION
TITLE 10 STREETS, PUBLIC WAYS, PARKS, AIRPORTS AND HARBORS
TITLE 11 UTILITIES AND ENVIRONMENTAL PROTECTION
TITLE 12 RESERVED
TITLE 13 BUILDINGS AND CONSTRUCTION
TITLE 14 RESERVED*
TITLE 14A ADMINISTRATIVE PROVISIONS OF THE CHICAGO CONSTRUCTION CODES*
TITLE 14B BUILDING CODE*
TITLE 14C CONVEYANCE DEVICE CODE*
TITLE 14E ELECTRICAL CODE*
TITLE 14F FIRE PREVENTION CODE*
TITLE 14G FUEL GAS CODE*
TITLE 14M MECHANICAL CODE*
TITLE 14N 2022 ENERGY TRANSFORMATION CODE*
TITLE 14P PLUMBING CODE*
TITLE 14R BUILDING REHABILITATION CODE*
TITLE 14X MINIMUM REQUIREMENTS FOR EXISTING BUILDINGS*
TITLE 15 FIRE PREVENTION
TITLE 16 LAND USE
TITLE 17 CHICAGO ZONING ORDINANCE
TITLE 18 BUILDING INFRASTRUCTURE
CHAPTER 18-11 RESERVED*
CHAPTER 18-13 RESERVED*
CHAPTER 18-14 BUILDING ENERGY USE BENCHMARKING
CHAPTER 18-27 RESERVED*
CHAPTER 18-28 MECHANICAL SYSTEMS*
CHAPTER 18-29 PLUMBING*
Article 1. Administration (18-29-101 et seq.)
Article 2. Definitions (18-29-201 et seq.)
Article 3. General Regulations (18-29-301 et seq.)
Article 4. Fixtures, Faucets and Fixture Fittings (18-29-401 et seq.)
Article 5. Water Heaters (18-29-501 et seq.)
Article 6. Water Supply and Distribution (18-29-601 et seq.)
Article 7. Sanitary Drainage (18-29-701 et seq.)
Article 8. Indirect/Special Waste (18-29-801 et seq.)
Article 9. Vents (18-29-901 et seq.)
Article 10. Traps, Separators and Interceptors (18-29-1001 et seq.)
18-29-1001 General.
18-29-1001.1 Scope.
18-29-1002 Trap Requirements.
18-29-1002.1 Fixture traps.
18-29-1002.1.1 Open plumbing.
18-29-1002.1.2 Traps underground.
18-29-1002.1.3 Animal facilities and barn drainage.
18-29-1002.1.4 Basement floor drains.
18-29-1002.1.5 Backwater valves.
18-29-1002.2 Design of traps.
18-29-1002.3 Prohibited traps.
18-29-1002.4 Trap seals.
18-29-1002.5 Size of fixture traps.
18-29-1002.6 Deliberately omitted.
18-29-1002.7 Trap setting and protection.
18-29-1002.8 Recess for trap connection.
18-29-1002.9 Acid-resisting traps.
18-29-1002.10 Plumbing in mental health centers.
18-29-1003 Interceptors and Separators.
18-29-1003.1 Where required.
18-29-1003.1.1 Reserved.
18-29-1003.2 Approval.
18-29-1003.3 Grease interceptors.
18-29-1003.3.1 Grease interceptors and automatic grease removal devices required.
18-29-1003.3.2 Food waste disposers restriction.
18-29-1003.3.3 Additives to grease interceptors.
18-29-1003.3.4 Reserved.
18-29-1003.3.5 Hydromechanical grease interceptors; fats, oils and greases disposal systems and automatic grease removal devices.
18-29-1003.3.5.1 Grease interceptor capacity.
18-29-1003.3.5.2 Rate of flow controls.
18-29-1003.3.6 Automatic grease removal devices.
18-29-1003.3.7 Gravity grease interceptors and gravity grease interceptors with fats, oils and greases disposal systems.
18-29-1003.3.8 Engineered gravity grease interceptors (grease catch basin)..
18-29-1003.3.8.1 Location and construction.
18-29-1003.3.8.2 Basin cover.
18-29-1003.3.9 Direct connection.
18-29-1003.4 Deliberately omitted.
18-29-1003.4.1 Basin cover.
18-29-1003.5 Deliberately omitted.
18-29-1003.6 Volatile waste separator.
18-29-1003.6.1 Garages.
18-29-1003.7 Separation of liquids.
18-29-1003.7.1 General design requirements.
18-29-1003.7.2 Garage and service stations.
18-29-1003.8 Sand interceptors in commercial establishments.
18-29-1003.9 Laundries.
18-29-1003.10 Bottling establishments.
18-29-1003.11 Slaughterhouses.
18-29-1003.12 Venting of interceptors and separators.
18-29-1003.13 Access and maintenance of interceptors and separators.
18-29-1004 Materials, Joints and Connections.
18-29-1004.1 General.
Article 11. Storm Drainage (18-29-1101 et seq.)
Article 12. Swimming Pools and Other Swimming Facilities* (18-29-1201 et seq.)
Article 13. Referenced Standards
Appendix A Procedures for Calculating the Minimum Sizing of the Water Supply System
CHAPTER 18-30 RESERVED*
CHAPTER 18-31 RESERVED*
CHAPTER 18-32 RESERVED*
CHAPTER 18-36 REFERENCE STANDARDS*
APPENDIX TO THE MUNICIPAL CODE OF CHICAGO (RESERVED)*
TABLES
Chicago Zoning Ordinance and Land Use Ordinance
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18-29-1003.4.1 Basin cover.
   The basin shall be covered with an all cast-iron cover or cast-iron lid in a stone or concrete ring and with a minimum opening of 16 inches (406 mm). The lid shall not be less than 1/4 inch (6 mm) thick.
18-29-1003.5 Deliberately omitted.
18-29-1003.6 Volatile waste separator.
   Gasoline, benzine, naphtha, and other volatile, flammable or explosive wastes shall not discharge into a house sewer, public sewer, or sewage treatment plant. Such wastes shall be intercepted in approved triple basins having a liquid retention of not less than 2 cubic feet (0.19 m3) each, and the volatile, flammable or explosive constituents removed. The installer of the triple basins and the owner of the property shall ensure that such triple basins are installed and operated in accordance with the manufacturer's instructions. Every system of basins within buildings shall be constructed of approved fiberglass, a high-density polyethylene, extra heavy cast iron or equally durable material. A heavy iron cover shall be securely bolted into place and made gas-tight with a soft metallic gasket. The outlet from such basins and the inlet of the first basin shall be trapped with a seal of not less than 4 inches (100 mm). The inlet trap of the first basin shall be omitted when floor drains are individually trapped. A vent pipe of not less than 2 inches (50 mm) in diameter shall be connected to the basins, not less than 4 inches above the top of the outlet and extended independently to the outer air.
(Amend Coun. J. 7-29-15, p. 3537, § 4)
18-29-1003.6.1 Garages.
   In areas of garages where motor fuels are dispensed or where motor vehicles are serviced, each floor drain shall be properly trapped. In other garage areas or parking facilities, floor drains need not be trapped. Floor drains above the level of the basins shall connect to a stack extending independently to the outer air and the vents of the basins shall be connected 6 inches (152 mm) or higher than the lowest floor drain.
18-29-1003.7 Separation of liquids.
   A mixture of treated or untreated light and heavy liquids with various specific gravities shall be separated in approved receptacle. Separators shall be designed in accordance with Sections 18-29-1003.7.1 and 18-29-1003.7.2.
18-29-1003.7.1 General design requirements.
   Oil separators shall have a depth of not less than 2 feet (610 mm) below the invert of the discharge drain. The outlet opening of the separator shall not have less than 18-inch (457 mm) water seal.
18-29-1003.7.2 Garage and service stations.
   Where automobiles are serviced, greased, repaired or washed or where gasoline is dispensed, separators shall have a minimum capacity of 6 cubic feet (0.17 m 3 ) for the first 100 square feet (9.3 m 2 ) of area to be drained into the separator. Parking garages in which servicing, repairing or washing is not conducted, and in which gasoline is not dispensed, shall require a triple basin. Areas of commercial garages utilized only for storage of automobiles are required to be drained through a triple basin.
18-29-1003.8 Sand interceptors in commercial establishments.
   Sand and similar interceptors for heavy solids shall be designed and located so as to be provided with ready access for cleaning, and shall have a water seal of not less than 6 inches (150 mm).
18-29-1003.9 Laundries.
   Commercial laundries shall be equipped with an interceptor with a wire basket or similar device, removable for cleaning, that prevents passage into the drainage system of solids 1/2 inch (12 mm) or larger in size, string, rags, buttons, or other materials detrimental to the public sewage system.
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