Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
1605.3 Cross-Connection Inspection and Testing. An
California Plumbing Code (Title 24, Part 5) · 2025 edition · updated 2026-09-10 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
initial visual inspection and an initial cross-connection test shall be performed on both the potable and rainwater catchment water systems before the initial operation of the rain- water catchment system. During an initial or subsequent cross-connection test, the potable and rainwater catchment water systems shall be isolated from each other and independently inspected and tested to ensure there is no crossconnection in accordance with Section 1602.5. Initial or subsequent inspections or tests shall be performed in accordance with Section 1605.3.1 through Section 1605.3.3 . 1605.3.1 Visual System Inspection. Prior to commencing the cross-connection testing, a dual system inspection shall be conducted by the Authority Having Jurisdiction and other authorities having jurisdiction as follows:
(1) Pumps, equipment, equipment room signs, and exposed piping in an equipment room shall be checked.
1605.3.2 Cross-Connection Test. A cross-connec- tion test shall be performed in the presence of the Authority Having Jurisdiction or other authorities having jurisdiction to determine whether a cross-connection has occurred as follows:
(1) The potable water system shall be activated and pressurized. The rainwater catchment water system shall be shut down and completely drained.
(2) The potable water system shall remain pressurized for a minimum period of time specified by the Authority Having Jurisdiction while the rainwater catchment water system is empty. The minimum period the rainwater catchment water system is to remain depressurized shall be determined on a caseby-case basis, taking into account the size and complexity of the potable and rainwater catchment water distribution systems, but in no case shall that period be less than 1 hour.
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less than 15 pounds-force per square inch (psi) (103 kPa) residual pressure at the highest and most remote outlet served. Where the water pressure in the rainwater supply system within the building exceeds 80 psi (552 kPa), a pressure reducing valve reducing the pressure to 80 psi (552 kPa) or less to water outlets in the building shall be installed in accordance with this code.
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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
- 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
Overview- 1601.1 Applicability. The provisions of this chapter shall
- 1601.2 System Design. Rainwater catchment systems shall
- 1601.3 Permit. It shall be unlawful for a person to construct,
- 1601.4 Component Identification. System components
- 1601.5 Maintenance and Inspection. Rainwater catchment systems…
- 1601.6 Operation and Maintenance Manual. An operation and main…
- 1601.7 Minimum Water Quality Requirements. The
- 1601.8 Material Compatibility. Rainwater catchment systems sha…
- 1601.9 System Controls. Controls for pumps, valves, and
- 1601.10 Separation Requirements. Underground rainwater catchme…
- 1601.11 Abandonment. Rainwater catchment systems that
- 1601.12 Sizing. Unless otherwise provided for in this chapter,…
- 1602.1 General. The installation, construction, alteration,
- 1602.2 Plumbing Plan Submission. No permit for a
- 1602.3 System Changes. No changes or connections shall
- 1602.4 Connections to Potable or Reclaimed (Recy-
- 1602.5 Initial Cross-Connection Test. Where a portion
- 1602.6 Sizing. The design and size of rainwater drains, gutter…
- 1602.7 Rainwater Catchment System Materials. Rain- 1603.3 Rain…
- 1602.8 Rainwater Catchment System Color and
- 1603.4 Minimum Water Quality. The minimum water
- 1602.9 Deactivation and Drainage for Cross-Connec- shall be in…
- 1603.1 Rainwater Catchment Systems. The design and
- 1603.2 Outside Hose Bibbs. Outside hose bibbs shall be infecti…
- 1603.5 Rainwater Storage Tanks. Rainwater storage tanks
- 1603.6 Location. Rainwater storage tanks shall be permitted to…
- 1603.7 Above Grade. Above grade, storage tanks shall be
- 1603.9 Drainage and Overflow. Rainwater storage tanks
- 1603.10 Opening and Access Protection. Rainwater
- 1603.11 Marking. Rainwater tanks shall be permanently
- 1603.12 Storage Tank Venting. Where venting using
- 1603.13 Pumps. Pumps serving rainwater catchment systems shall…
- 1605.1 General. Rainwater catchment systems shall be
- 1605.2 Supply System Inspection and Test. Rainwater
- 1605.3 Cross-Connection Inspection and Testing. An
- 1603.14 Roof Drains. Primary and secondary roof drains,
- 1603.15 Water Quality Devices and Equipment.
- 1603.16 Freeze Protection. Tanks and piping installed in
- 1603.17 Debris Removal. The rainwater catchment conveyance sys…
- 1603.18 Required Filters. A filter permitting the passage
- 1603.19 Roof Gutters. Gutters shall maintain a minimum
- 1603.20 Rainwater Diversion Valves. Rainwater diversion valves…
- 1604.1 General. Signs in buildings using rainwater shall be
- 1604.2 Commercial, Industrial, Institutional and Res-
- 1604.3 Equipment Room Signs. Each equipment room
- 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 STANDARDS
- 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
- Appendix N — IMPACT OF WATER TEMPERATURE ON THE POTENTIAL FOR …
- Appendix O — NON-SEWERED SANITATION SYSTEMS
- Appendix P — PROFESSIONAL QUALIFICATIONS
- Appendix Q — INDOOR HORTICULTURAL FACILITIES
- Appendix R — TINY HOUSES
- Appendix S — ONSITE STORMWATER TREATMENT SYSTEMS