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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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Contents — California Plumbing Code (Title 24, Part 5)
California Plumbing Code (Title 24, Part 5)
  1. Chapter 1 — GENERAL CODE PROVISIONS
  2. Chapter 2 — DEFINITIONS
  3. Chapter 3 — GENERAL REGULATIONS
  4. Chapter 4 — PLUMBING FIXTURES AND FIXTURE FITTINGS
  5. Chapter 5 — WATER HEATERS
  6. Chapter 6 — WATER SUPPLY AND DISTRIBUTION
  7. Chapter 7 — SANITARY DRAINAGE
  8. Chapter 8 — INDIRECT WASTES
  9. Chapter 9 — VENTS
  10. Chapter 10 — TRAPS AND INTERCEPTORS
  11. Chapter 11 — STORM DRAINAGE
  12. Chapter 12 — FUEL GAS PIPING
  13. Chapter 13 — HEALTH CARE FACILITIES AND MEDICAL GAS AND MEDICA…
  14. Chapter 14 — FIRESTOP PROTECTION
  15. Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
  16. Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
    Overview
    1. 1601.1 Applicability. The provisions of this chapter shall
    2. 1601.2 System Design. Rainwater catchment systems shall
    3. 1601.3 Permit. It shall be unlawful for a person to construct,
    4. 1601.4 Component Identification. System components
    5. 1601.5 Maintenance and Inspection. Rainwater catchment systems…
    6. 1601.6 Operation and Maintenance Manual. An operation and main…
    7. 1601.7 Minimum Water Quality Requirements. The
    8. 1602.1 General. The installation, construction, alteration,
    9. 1602.2 Plumbing Plan Submission. No permit for a
    10. 1602.3 System Changes. No changes or connections shall
    11. 1602.4 Connections to Potable or Reclaimed (Recy-
    12. 1602.5 Initial Cross-Connection Test. Where a portion
    13. 1602.6 Sizing. The design and size of rainwater drains, gutter…
    14. 1602.7 Rainwater Catchment System Materials. Rainwater catchme…
    15. 1602.8 Rainwater Catchment System Color and
    16. 1602.9 Deactivation and Drainage for Cross-Connec-
    17. 1603.1 Rainwater Catchment Systems. The design and
    18. 1603.2 Outside Hose Bibbs. Outside hose bibbs shall be
    19. 1603.3 Construction. Rainwater storage tanks shall be
    20. 1603.4 Rainwater Catchment Collection Surfaces.
    21. 1603.5 Minimum Water Quality. The minimum water
    22. 1603.12 Marking. Rainwater tanks shall be permanently
    23. 1603.13 Storage Tank Venting. Where venting using
    24. 1603.14 Pumps. Pumps serving rainwater catchment systems shall…
    25. 1603.15 Roof Drains. Primary and secondary roof drains,
    26. 1603.16 Water Quality Devices and Equipment.
    27. 1603.17 Freeze Protection. Tanks and piping installed in
    28. 1603.18 Debris Removal. The rainwater catchment conveyance sys…
    29. 1603.19 Required Filters. A filter permitting the passage
    30. 1603.6 Rainwater Storage Tanks. Rainwater storage
    31. 1603.7 Location. Rainwater storage tanks shall be permitted to…
    32. 1603.8 Above Grade. Above grade, storage tanks shall be
    33. 1603.9 Below Grade. Rainwater storage tanks installed
    34. 1603.10 Drainage and Overflow. Rainwater storage tanks
    35. 1603.11 Opening and Access Protection. Rainwater
    36. 1603.20 Roof Gutters. Gutters shall maintain a minimum
    37. 1604.1 General. Signs in buildings using rainwater shall be
    38. 1604.2 Commercial, Industrial, Institutional and Res-
    39. 1604.3 Equipment Room Signs. Each equipment room
    40. 1605.1 General. Rainwater catchment systems shall be
    41. 1605.2 Supply System Inspection and Test. Rainwater
    42. 1605.3 Cross-Connection Inspection and Testing. An
  17. Chapter 17 — REFERENCED STANDARDS
  18. Appendix A — RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYS…
  19. Appendix B — EXPLANATORY NOTES ON COMBINATION WASTE AND VENT S…
  20. Appendix C — ALTERNATE PLUMBING SYSTEMS
  21. Appendix D — SIZING STORM WATER DRAINAGE SYSTEMS
  22. Appendix E — MANUFACTURED/MOBILE HOME PARKS AND RECREATIONAL V…
  23. Appendix F — FIREFIGHTER BREATHING AIR REPLENISHMENT SYSTEMS
  24. Appendix G — SIZING OF VENTING SYSTEMS
  25. Appendix H — PRIVATE SEWAGE DISPOSAL SYSTEMS
  26. Appendix I — INSTALLATION STANDARDS
  27. Appendix J — COMBINATION OF INDOOR AND OUTDOOR COMBUSTION AND …
  28. Appendix K — POTABLE RAINWATER CATCHMENT SYSTEMS
  29. Appendix L — SUSTAINABLE PRACTICES
  30. Appendix M — PEAK WATER DEMAND CALCULATOR
  31. Appendix N — IMPACT OF WATER TEMPERATURE ON THE POTENTIAL FOR …

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