Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
1605.3 Cross-Connection Inspection and Testing. An
California Plumbing Code (Title 24, Part 5) · 2022 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:
NONPOTABLE RAINWATER CATCHMENT SYSTEMS
(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. (3) Fixtures, potable, and rainwater shall be tested and
inspected for flow. Flow from a rainwater catchment water system outlet shall indicate a cross-connection. No flow from a potable water outlet shall indicate that it is connected to the rainwater system. (4) The drain on the rainwater catchment water system
shall be checked for flow during the test and at the end of the period. (5) The potable water system shall then be completely
drained. (6) The rainwater catchment water system shall then be
activated and pressurized. When rainwater is not available for the initial cross-connection test, a tem- porary connection to a potable water supply shall be required. At the conclusion of the initial cross- connection test, the temporary connection to the potable water supply shall be disconnected. (7) The rainwater catchment water system shall remain
pressurized for a minimum period of time specified by the Authority Having Jurisdiction while the potable water system is empty. The minimum period the potable water system is to remain depressurized shall be determined on a case-by-case basis, but in no case shall that period be less than 1 hour. (8) Fixtures, potable and rainwater catchment, shall be
tested and inspected for flow. Flow from a potable water system outlet shall indicate a cross-connection. No flow from a rainwater catchment water outlet shall indicate that it is connected to the potable water system. (9) The drain on the potable water system shall be
checked for flow during the test and at the end of the period. (10)Where there is no flow detected in the fixtures which
would indicate a cross-connection, the potable water system shall be repressurized.
2022 CALIFORNIA PLUMBING CODE 325
NONPOTABLE RAINWATER CATCHMENT SYSTEMS
1605.3.3 Discovery of Cross-Connection. In the event that a cross-connection is discovered, the following procedure, in the presence of the Authority Having Jurisdiction, shall be activated immediately: (1) Rainwater catchment piping to the building shall be
shutdown at the supply source(s), and the rainwater riser shall be drained. (2) Potable water piping to the building shall be shut down at the meter. (3) The cross-connection shall be uncovered and dis connected. (4) The building shall be retested following procedures
listed in Section 1605.3.1 and Section 1605.3.2. (5) The potable water system shall be chlorinated with
50 ppm chlorine for 24 hours. (6) The potable water system shall be flushed after 24
hours, and a standard bacteriological test shall be performed. Where test results are acceptable, the potable water system shall be permitted to be recharged.
326 2022 CALIFORNIA PLUMBING 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
- 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. Rainwater catchme…
- 1602.8 Rainwater Catchment System Color and
- 1602.9 Deactivation and Drainage for Cross-Connec-
- 1603.1 Rainwater Catchment Systems. The design and
- 1603.2 Outside Hose Bibbs. Outside hose bibbs shall be
- 1603.3 Construction. Rainwater storage tanks shall be
- 1603.4 Rainwater Catchment Collection Surfaces.
- 1603.5 Minimum Water Quality. The minimum water
- 1603.12 Marking. Rainwater tanks shall be permanently
- 1603.13 Storage Tank Venting. Where venting using
- 1603.14 Pumps. Pumps serving rainwater catchment systems shall…
- 1603.15 Roof Drains. Primary and secondary roof drains,
- 1603.16 Water Quality Devices and Equipment.
- 1603.17 Freeze Protection. Tanks and piping installed in
- 1603.18 Debris Removal. The rainwater catchment conveyance sys…
- 1603.19 Required Filters. A filter permitting the passage
- 1603.6 Rainwater Storage Tanks. Rainwater storage
- 1603.7 Location. Rainwater storage tanks shall be permitted to…
- 1603.8 Above Grade. Above grade, storage tanks shall be
- 1603.9 Below Grade. Rainwater storage tanks installed
- 1603.10 Drainage and Overflow. Rainwater storage tanks
- 1603.11 Opening and Access Protection. Rainwater
- 1603.20 Roof Gutters. Gutters shall maintain a minimum
- 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
- 1605.1 General. Rainwater catchment systems shall be
- 1605.2 Supply System Inspection and Test. Rainwater
- 1605.3 Cross-Connection Inspection and Testing. An
- 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 …