Kentucky Administrative Regulations
Title 815 - PUBLIC PROTECTION CABINET - DEPARTMENT OF HOUSING, BUILDINGS AND CONSTRUCTION
Chapter 20 - Plumbing
Section 815 KAR 20:130 - House sewers and storm water piping; methods of installation
Current through Register Vol. 50, No. 6, December 1, 2023
RELATES TO: KRS 318.010, 318.015, 318.130, 318.150
NECESSITY, FUNCTION, AND CONFORMITY: KRS 318.130 requires the department to promulgate administrative regulations establishing the Kentucky State Plumbing Code to regulate plumbing, including the methods and materials that may be used in Kentucky for the construction of house sewers and storm water piping. This administrative regulation establishes the materials and methods of installation that may be used in the construction of house sewers or storm water piping.
Section 1. Independent System.
Section 2. Exceptions.
Section 3. Connection with Private Sewage Disposal System. If a sewer is not available, the house drain from a building shall connect with an approved private sewage disposal system.
Section 4. Excavations. An excavation made for the installation of a house sewer shall be open trench work, and the trenches shall be kept open until the piping has been inspected, tested, and approved.
Section 5. Depth of Sewer at the Property Line.
Section 6. New House Sewer Connections. A house sewer installed where a private sewerage system has been discarded may connect to the house drain if the existing plumbing system meets the State Plumbing Code.
Section 7. Materials for House Sewers. A house sewer or combined sewer shall be made of:
Section 8. Material for Storm Sewers Inside Buildings.
Section 9. Change of Direction. A change in direction of a sewer shall be made only with:
Section 10. Size of House Sewers and Horizontal Branches.
Section 11. Size of Storm Systems.
Diameter of pipe - inches |
Maximum drained roof area square feet* |
||
Slope 1/8 in. fall to 1 ft. |
Slope 1/4 in. fall to 1 ft. |
||
3 |
N/A |
1,160 |
|
4 |
1,880 |
2,650 |
|
5 |
3,340 |
4,720 |
|
6 |
5,350 |
7,550 |
|
8 |
11,500 |
16,300 |
|
10 |
20,700 |
29,200 |
|
12 |
33,300 |
47,000 |
|
15 |
59,500 |
84,000 |
|
*The calculations in this table are based on a rate of rainfall of four (4) inches per hour |
Section 12. Combined Storm and Sanitary Sewer System.
CONVERSION FACTORS FOR COMBINED STORM AND SANITARY SYSTEM |
||||||||
Number of Fixture Units on Sanitary System |
||||||||
Drained roof area in square feet |
Up to 6 |
7 to 18 |
19 to 36 |
37 to 60 |
61 to 96 |
97 to 144 |
145 to 216 |
217 to 324 |
Up to 120 |
180 |
105 |
60 |
45 |
30 |
22 |
18 |
15 |
121 to 240 |
160 |
98 |
57 |
43 |
29 |
21 |
17.6 |
14.7 |
241 to 480 |
120 |
75 |
50 |
39 |
27 |
20 |
16.9 |
14.3 |
481 to 720 |
75 |
62 |
42 |
35 |
24 |
18 |
15.4 |
13.2 |
721 to 1,080 |
54 |
42 |
33 |
29 |
20 |
15 |
13.6 |
12.1 |
1,081 to 1,620 |
30 |
18 |
16 |
15 |
12 |
11.5 |
11.1 |
10.4 |
1,621 to 2,430 |
15 |
12 |
11 |
10.5 |
9.1 |
8.8 |
8.6 |
8.3 |
2,431 to 3,645 |
7.5 |
7.2 |
7.0 |
6.9 |
6.6 |
6.5 |
6.4 |
6.3 |
3,646 to 5,460 |
2.0 |
2.4 |
3.0 |
3.3 |
4.1 |
4.2 |
4.3 |
4.4 |
5,461 to 8,190 |
0 |
2.0 |
2.1 |
2.2 |
2.3 |
2.4 |
2.5 |
2.6 |
8,191 to 12,285 |
0 |
0 |
2.0 |
2.1 |
2.1 |
2.2 |
2.3 |
2.3 |
12,286 to 18,420 |
0 |
0 |
0 |
2.1 |
2.1 |
2.1 |
2.2 |
2.2 |
18,421 to 27,630 |
0 |
0 |
0 |
0 |
2.0 |
2.1 |
2.2 |
2.2 |
27,631 to 40,945 |
0 |
0 |
0 |
0 |
0 |
2.0 |
2.1 |
2.2 |
40,946 to 61,520 |
0 |
0 |
0 |
0 |
0 |
0 |
2.0 |
2.1 |
Over 61,520 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
2.0 |
NUMBER OF FIXTURE UNITS ON SANITARY SYSTEMS |
||||||||
Drained roof area in square feet |
325 to 486 |
487 to 732 |
733 to 1,098 |
1,099 to 1,644 |
1,645 to 2,466 |
2,467 to 3,702 |
3,703 to 5,556 |
Over 5556 |
Up to 120 |
12 |
10.2 |
9.2 |
8.4 |
8.2 |
8.0 |
7.9 |
7.8 |
121 to 240 |
11.8 |
9.9 |
9.1 |
8.3 |
8.1 |
8.0 |
7.9 |
7.8 |
241 to 480 |
11.5 |
9.7 |
8.8 |
8.2 |
8.0 |
7.9 |
7.8 |
7.7 |
481 to 720 |
10.8 |
9.2 |
8.6 |
8.1 |
7.9 |
7.9 |
7.8 |
7.7 |
721 - 1,080 |
10.1 |
8.7 |
8.3 |
8.0 |
7.8 |
7.8 |
7.7 |
7.6 |
1,081 -1,620 |
9.8 |
8.4 |
8.1 |
7.9 |
7.7 |
7.7 |
7.6 |
7.5 |
1,621 -2,430 |
8.0 |
7.9 |
7.8 |
7.7 |
7.6 |
7.5 |
7.4 |
7.4 |
2,431 -3,645 |
6.2 |
6.3 |
6.4 |
6.4 |
6.8 |
7.0 |
7.1 |
7.2 |
3,646 -5,460 |
4.5 |
4.7 |
5.0 |
5.1 |
6.1 |
6.4 |
6.9 |
6.9 |
5,461 - 8,190 |
2.8 |
3.2 |
3.7 |
4.6 |
5.0 |
5.6 |
6.2 |
6.4 |
8,191 -12,285 |
2.4 |
2.5 |
2.6 |
2.7 |
3.5 |
4.5 |
5.2 |
5.6 |
12,286 -18,420 |
2.3 |
2.3 |
2.4 |
2.4 |
2.6 |
3.2 |
4.2 |
4.7 |
18,421 -27,630 |
2.2 |
2.3 |
2.3 |
2.3 |
2.4 |
2.5 |
2.8 |
3.1 |
27,631 -40,945 |
2.2 |
2.2 |
2.2 |
2.2 |
2.2 |
2.2 |
2.3 |
2.4 |
40,946 -61,520 |
2.1 |
2.1 |
2.1 |
2.1 |
2.1 |
2.1 |
2.1 |
2.1 |
Over 61,520 |
2.0 |
2.0 |
2.0 |
2.0 |
2.0 |
2.0 |
2.0 |
2.0 |
Section 13. Storm Sewers and House Sewers in Undisturbed or Filled Ground.
Section 14. Drainage Below Sewer Level (Public). In a public building in which the whole or part of the building drain and plumbing system lies below the level of a main sewer, sewage and waste shall be lifted by a device that complies with Sections 16 and 17 of this administrative regulation and discharged into the building sewer.
Section 15. Drainage Below Sewer Level (Residential).
Section 16. Sumps and Receiving Tanks.
Section 17. Ejectors, Vented.
Section 18. Ejector Power: Motors, Compressors, and Air Tanks.
Section 19. Ejectors for Subsoil Drainage.
Section 20. Drainage of Yards, Areas, Roofs, and Traps.
Section 21. Size of Rain Water Leader. An inside leader shall not be less size than as established in the following table:
Area of Roof (In Square Feet) |
Leader, Diameter (Inches) |
Up to 90 |
1 1/2 |
91 to 270 |
2 |
271 to 810 |
3 |
811 to 1,800 |
3 1/2 |
1,801 to 3,600 |
4 |
3,601 to 5,550 |
5 |
5,501 to 9600 |
6 |
Section 22. Inside Conductors or Roof Leaders.
Section 23. Outside Conductors.
Section 24. Defective Conductor Pipes. If an existing sheet metal conductor pipe within the walls of a building becomes defective, the conductor shall be replaced by one that conforms to this administrative regulation.
Section 25. Vent Connections with Conductors Prohibited.
Section 26. Overflow Pipes. An overflow pipe from a cistern, supply tank, expansion tank, or drip pan shall connect indirectly with a house sewer, house drain, soil pipe, or waste pipe.
Section 27. Subsoil Drains. A subsoil drain below sewer level shall discharge into a sump or receiving tank and shall be automatically lifted and discharged into the storm drainage system or upon the ground outside the building it serves.
Section 28. Approvals of New Sewer Connections to Existing Buildings. If the local health department or sanitary sewage system board, plant district, or treatment plant owner prohibits the discharge of a basement floor drain or other apparatus into the sanitary sewer system, an existing basement floor drain or sump pump apparatus shall comply with the construction requirements of this administrative regulation and be inspected prior to the approval of a connection for a new sewer line.
1 Ky.R. 485; eff. 3-12-1975; 2 Ky.R. 497; 3 Ky.R. 314; eff. 9-1-1976; 4 Ky.R. 62; eff. 10-5-1977; 192; eff. 6-7-1978; Recodified from 401 KAR 1:100, 7-5-1978; Am. 5 Ky.R. 164; eff. 10-4-1978; 8 Ky.R. 362; eff. 1-6-1982; 10 Ky.R. 1016; eff. 3-31-1984; 12 Ky.R. 1675; eff. 5-6-1986; 13 Ky.R. 959; eff. 12-2-1986; 14 Ky.R. 1142; eff. 1-4-1988; 16 Ky.R. 911; eff. 1-12-1990; 2779; 17 Ky.R. 1108; eff. 8-22-1990; 18 Ky.R. 2725; eff. 4-3-1992; 19 Ky.R. 822; eff. 11-9-1992; 1659; eff. 3-12-1993; 2742; 20 Ky.R. 309; eff. 8-6-1993; 21 Ky.R. 1974; eff. 3-22-1995; 22 Ky.R. 2339; eff. 8-1-1996; 23 Ky.R. 2625; 2994; eff. 2-10-1997; 24 Ky.R. 962; eff. 12-15-1997; 27 Ky.R. 231; 773; eff. 9-11-2000; 33 Ky.R. 3273; 4180; eff. 7-6-2007; 35 Ky.R. 2608; 36 Ky.R. 99; eff. 7-29-2009; 41 Ky.R. 179; eff. 9-24-2014; 42 Ky.R. 133; eff. 11-6-2015; 43 Ky.R. 624; eff. 1-6-2017; 46 Ky.R. 1682, 2442; eff. 6-2-2020.
STATUTORY AUTHORITY: KRS 198B.040(10), 318.130