Chapter 10 — TRAPS AND INTERCEPTORS
1016.3 Construction and Size. Sand interceptors shall be
California Plumbing Code (Title 24, Part 5) · 2019 edition · updated 2026-09-10 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
built of brick or concrete, prefabricated coated steel, or other watertight material. The interceptor shall have an interior baffle for full separation of the interceptor into two sections. The outlet pipe shall be the same size as the inlet pipe of the sand interceptor, the minimum being 3 inches (80 mm), and the baffle shall have two openings of the same diameter as the outlet pipe and at the same invert as the outlet pipe. These openings shall be staggered so that there cannot be a straight line flow between the inlet pipe and the outlet pipe. The invert of the inlet pipe shall be no lower than the invert of the outlet pipe.
The sand interceptor shall have a minimum dimension of 2 square feet (0.2 m 2 ) for the net free opening of the inlet section and a minimum depth under the invert of the outlet pipe of 2 feet (610 mm).
For each 5 gpm (0.3 L/s) flow or fraction thereof over 20 gpm (1.26 L/s), the area of the sand interceptor inlet section is to be increased by 1 square foot (0.09 m 2 ). The outlet section shall at all times have a minimum area of 50 percent of the inlet section.
The outlet section shall be covered by a solid removable cover, set flush with the finished floor, and the inlet section shall have an open grating, set flush with the finished floor and suitable for the traffic in the area in which it is located.
Get a plain-English answer with a citation back to this text.
Ask AI about this code▸Contents — California Plumbing Code (Title 24, Part 5)
- Chapter 1 — GENERAL CODE PROVISIONS
- Chapter 2 — DEFINITIONS
- Chapter 3 — GENERAL REGULATIONS
- Chapter 4 — PLUMBING FIXTURES AND FIXTURE FITTINGS
- Chapter 5 — WATER HEATERS
- Chapter 6 — WATER SUPPLY AND DISTRIBUTION
- Chapter 7 — SANITARY DRAINAGE
- Chapter 8 — INDIRECT WASTES
- Chapter 9 — VENTS
▸Chapter 10 — TRAPS AND INTERCEPTORS
Overview- 1001.2 Where Required. Each plumbing fixture shall be
- 1002.2 Fixture Traps. Each fixture trap shall have a protectin…
- 1002.3 Change of Direction. A trap arm shall be permitted to c…
- 1002.4 Vent Pipe Opening. The vent pipe opening from
- 1003.0 Traps — Described.1003.1 General Requirements. Each tra…
- 1003.2 Slip Joint Fittings. A maximum of one approved
- 1003.3 Size. The size (nominal diameter) of a trap for a
- 1004.0 Traps.1004.1 Prohibited. No form of trap that depends f…
- 1004.2 Movable Parts. Bladders, check valves or another
- 1007.2 Trap Seal Primers. Potable water supply trap seal
- 1009.2 Approval. The size, type, and location of each intercep…
- 1009.3 Design. Interceptors (clarifiers) for sand and similar …
- 1009.4 Relief Vent. Interceptors (clarifiers) shall be so
- 1009.5 Location. Each interceptor (clarifier) cover shall be
- 1009.6 Maintenance of Interceptors. Interceptors shall
- 1009.7 Discharge. The waste pipe from oil and sand interceptor…
- 1010.2 [AGR] Meat and Poultry Processing Plants.
- 1010.3 [AGR] Collection Centers and Facilities. All
- 1010.4 [AGR] Horse Meat and Pet Food Establish-ments. There sh…
- 1010.5 [AGR] Draining and Plumbing. There shall be
- 1014.0 Grease Interceptors.1014.1 General. Where it is determi…
- 1014.2 Hydromechanical Grease Interceptors. Plumbing fixtures …
- 1014.3 Gravity Grease Interceptors. Required gravity
- 1015.2 Components, Materials, and Equipment. FOG
- 1015.3 Sizing and Installation. FOG disposal systems
- 1015.4 Performance. FOG disposal systems shall produce
- 1015.5 [OSHPD 1, 1R, 2, 3, 4 & 5] Grease interceptors
- 1015.6 [OSHPD 1, 1R, 2, 3, 4 & 5] Grease interceptors
- 1016.0 Sand Interceptors.1016.1 Discharge. Where the discharge…
- 1016.2 Authority Having Jurisdiction. Sand interceptors
- 1016.3 Construction and Size. Sand interceptors shall be
- 1016.4 Separate Use. Sand and similar interceptors for
- 1017.2 Design of Interceptors. Each manufactured interceptor t…
- 1017.0 Oil and Flammable Liquid Interceptors.1017.1 Intercepto…
- Chapter 11 — STORM DRAINAGE
- Chapter 12 — FUEL GAS PIPING
- Chapter 13 — HEALTH CARE FACILITIES AND MEDICAL GAS AND MEDICA…
- Chapter 14 — FIRESTOP PROTECTION
- Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
- Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
- Chapter 17 — REFERENCED STANDARDS
- Appendix A — RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYS…
- Appendix B — EXPLANATORY NOTES ON COMBINATION WASTE AND VENT S…
- Appendix C — ALTERNATE PLUMBING SYSTEMS
- Appendix D — SIZING STORM WATER DRAINAGE SYSTEMS
- Appendix E — MANUFACTURED/MOBILE HOME PARKS AND RECREATIONAL V…
- Appendix F — FIREFIGHTER BREATHING AIR REPLENISHMENT SYSTEMS
- Appendix G — SIZING OF VENTING SYSTEMS
- Appendix H — PRIVATE SEWAGE DISPOSAL SYSTEMS
- Appendix I — INSTALLATION STANDARD FOR PEX TUBING SYSTEMS FOR …
- Appendix J — COMBINATION OF INDOOR AND OUTDOOR COMBUSTION AND …
- Appendix K — POTABLE RAINWATER CATCHMENT SYSTEMS
- Appendix L — SUSTAINABLE PRACTICES
- Appendix M — PEAK WATER DEMAND CALCULATOR