Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
1605.3 Cross-Connection Inspection and Testing. An
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.
initial inspection and test in accordance with Section 1602.5 shall be performed on both the potable and rainwater catchment water systems. 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 1605.3.1 through Section 1605.3.3.
(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 test, a temporary connection to a potable water sup- ply shall be required. At the conclusion of the test, the temporary connection to the potable water sup- ply shall be disconnected. (7) The rainwater catchment water system shall remain
pressurized for a minimum period of time specified
(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
activated and pressurized.
(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
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
(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
«
(10)Where there is no flow detected in the fixtures which
would indicate a cross-connection, the potable water system shall be repressurized. 1605.3.3 Discovery of Cross-Connection. In the event that a cross-connection is discovered, the following procedure shall be activated immediately: (1) Rainwater catchment water piping to the building
shall be shutdown at the supply source(s), and the
connected.
The potable water system shall be activated and
pressurized. The rainwater catchment water system shall be shut down and completely drained.
(1) Rainwater catchment water piping to the building
shall be shutdown at the supply source(s), and the rainwater water riser shall be drained. (2) Potable water piping to the building shall be shut down at the meter.
(2) Potable water piping to the building shall be shut down at the meter. (3) The cross-connection shall be uncovered and dis connected.
2019 CALIFORNIA PLUMBING CODE 331
NONPOTABLE RAINWATER CATCHMENT SYSTEMS any other purpose or distributed to any other persons or parti es.
(4) The building shall be retested following procedures
listed in Section 1605.3.1 and Section 1605.3.2.
(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.
(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 per
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.
332 2019 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- 1601.2 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
- 1602.2 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 Mark-
- 1602.9 Design and Installation. The design and installation of…
- 1603.2 Construction. Rainwater storage tanks shall be
- 1603.7 Opening and Access Protection. Rainwater
- 1603.3 Location. Rainwater storage tanks shall be permitted to…
- 1603.4 Above Grade. Above grade, storage tanks shall be
- 1603.5 Below Grade. Rainwater storage tanks installed
- 1603.6 Drainage and Overflow. Rainwater storage tanks
- 1603.8 Marking. Rainwater tanks shall be permanently
- 1603.9 Storage Tank Venting. Where venting using
- 1603.10 Pumps. Pumps serving rainwater catchment systems shall…
- 1603.11 Roof Drains. Primary and secondary roof drains,
- 1603.12 Water Quality Devices and Equipment. Devices and equip…
- 1603.13 Freeze Protection. Tanks and piping installed in
- 1603.14 Debris Removal. The rainwater catchment conveyance sys…
- 1603.15 Required Filters. A filter permitting the passage
- 1603.16 Roof Gutters. Gutters shall maintain a minimum
- 1604.0 Signs.1604.1 General. Signs in buildings using rainwate…
- 1604.2 Commercial, Industrial, Institutional idential Restroom…
- 1604.3 Equipment Room Signs. Each equipment room
- 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 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