18.12 - SEWER AND WATER SERVICE.
(1) Turning On Water Service. No person shall cause the water supply to be turned on to serve a use on a lot unless all plumbing work has been approved and service has been authorized by the Madison Water Utility.
(a) Minimum Size of Storm and Water Drains. The storm building sewer shall be of adequate size to drain the area or connection tributary. No such drain shall be less than four (4) inches inside diameter.
1. Contaminated storm water shall not be discharged into lakes or streams. See Section 7.47, MGO.
2. The following table shall be used to determine size of building storm sewer drains.
TABLE: SIZE OF BUILDING STORM SEWER DRAINS
Surface Area in Square Feet
Size of Pipe in Inches | A Grade ⅛" Per Foot | B Grade ¼" Per Foot | C Grade ½" Per Foot
4 | 1,160 | 1,640 | 2,320
5 | 2,180 | 3,080 | 4,430
6 | 3,630 | 5,150 | 7,270
8 | 8,110 | 11,500 | 16,300
10 | 15,100 | 21,400 | 30,200
12 | 25,000 | 35,400 | 54,000
15 | 46,200 | 65,400 | 96,000
18 | 76,100 | 108,000 | 150,000
(b) Protection of Traffic. Every licensed master plumber must enclose any opening which the plumber may make with sufficient barriers, and must maintain sufficient lamps and must light the same at night, and must take all other necessary precautions to guard the public against all accidents from the beginning to the end of the work, and must lay drains on condition that they are to be liable for all damages that may result by reason of their neglect or the neglect of their agents in creating a hazard.
(2) Catch Basins and Separators. No person shall discharge sewage into the sewer main unless an interceptor or separator has been installed to remove oil, grease, sand and other substances harmful or hazardous to the building drainage system, public sewer or sewage treatment plant or process.
The size, type and location of each interceptor and of each separator shall be approved by the Building Inspection Division of the Department of Planning and Development, and no wastes other than those requiring treatment or separation shall be discharged into any interceptor or separator.
No person shall deposit or permit to be deposited in any sewer or drain, or in any sewer or drain connecting with such public sewer or drain, any garbage, gas, tar, grease, rags or any other substance likely to cause any obstruction, nuisance or explosion therein, or to do any act which may cause injury thereto. Any person who shall violate any provision of this section shall, in addition to the penalty hereinafter provided, be liable at the suit of the City for the cost of removing such obstruction and of repairing any injury resulting therefrom. Nothing contained in this section, however, shall prohibit the installation and operation of a garbage disposal or any similar device used for grinding and pulverizing kitchen garbage and refuse and the disposal of the remnants thereof in the City sanitary sewerage system, provided such installation is approved by the Building Inspection Division of the Department of Planning and Development.
(a) Grease Interceptors. All grease interceptors shall be approved by the Building Inspection Division of the Department of Planning and Development as to type and capacity. The Building Inspection Division of the Department of Planning and Development will accept rating and testing procedures set in the standards of the Plumbing & Drainage Institute. An exterior grease interceptor shall be provided for all new, altered or remodeled plumbing systems for occupancies, other than dwelling units, which discharge grease, fats, oils or similar waste products unless otherwise approved by the Director of the Building Inspection Division or their designee. If there is insufficient space to install an exterior interceptor, an interior interceptor may be installed upon approval by the Building Inspection Division Director or their designee.
(b) Interceptors in Laundries. Commercial laundries shall have interceptors equipped with a wire basket, removable for cleaning, to prevent string, rags, buttons and other solid materials from entering the drainage system.
(c) Catch Basins in Garages and Service Stations. In garages and service stations where automobiles are serviced and washed, the catch basin shall have a minimum capacity of sixty-four (64) cubic feet. The depth shall be not less than three (3) feet below the invert. The outlet opening shall provide a water seal of not less than twelve (12) inches.
(d) Monitoring Facilities Required. Monitoring facilities constructed in accordance with Section 35.02(6)(c)4., MGO, shall be installed in all sanitary sewer mains or building sewers serving factories, dairies, foundries, garages, service stations, cleaning and dyeing plants, plating and metal finishing plants and industries, food processing plants, hotels, bakeries, hospitals and restaurants but only restaurants which can be expected to discharge more than 5,000 gallons per day into the public sewerage system. The monitoring facilities shall be for the purpose of taking or collecting sewage or waste samples to determine the character of the sewage contributed to the public sewerage system. The City Engineer shall determine the amount and nature of the discharge into the public sewerage system and its impact on the total load of the public sewerage system and then may determine that a facility connected to the public sewerage system need not construct a monitoring facility as set forth above.
Note: See Section 7.47, MGO, for permit requirements and requirements for installation of manholes and sampling facilities as part of a storm sewer connection.
(Rpld. and Recreated by ORD-21-00025, 3-26-21)