Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
1502.3 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 initial cross-connection test shall be performed on both the potable and alternate water source systems before the initial operation of the alternate water source system. During an initial or subsequent cross-con- nection test, the potable and alternate water source system
304 2022 CALIFORNIA PLUMBING CODE
shall be isolated from each other and independently inspected and tested to ensure there is no cross-connection in accordance with Section 1502.3.1 through Section 1502.3.3 .
1502.3.1 Visual System Inspection. Before 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) Meter locations of the alternate water source and
potable water lines shall be checked to verify that no modifications were made and that no cross-connections are visible. (2) Pumps and equipment, equipment room signs and
exposed piping in equipment room shall be checked. (3) Valves shall be checked to ensure that the valve lock
seals are still in place and intact. Valve control door signs shall be checked to verify that no signs have been removed. 1502.3.2 Cross-Connection Test. A cross-connection 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 alternate water source system shall be shut down, depressurized, and drained. (2) The potable water system shall remain pressurized
for a minimum period specified by the Authority Having Jurisdiction while the alternate water source system is empty. The minimum period the alternate water source system is to remain depressurized shall be determined on a case-by-case basis, taking into account the size and complexity of the potable and the alternate water source distribution systems, but in no case shall that period be less than 1 hour. (3) The drain on the alternate water source system shall
on while the alternate water source system is empty. The minimum period the alternate water source system is to remain depressurized shall be determined on a case-by-case basis, taking into account the size and complexity of the potable and the alternate water source distribution systems, but in no case shall that period be less than 1 hour. (3) The drain on the alternate water source system shall
be checked for flow during the test and fixtures, potable and alternate water source, shall be tested and inspected for flow. Flow from an alternate water source system outlet indicates a cross-connection. No flow from a potable water outlet shall indicate that it is connected to the alternate water source system. (4) The potable water system shall then be depressur ized and drained. (5) The alternate water source system shall then be acti vated and pressurized. When an alternate water source is not available for the initial cross-connec- tion test, a temporary connection to a potable water supply shall be required. At the conclusion of the ini- tial cross-connection test, the temporary connection to the potable water supply shall be disconnected. (6) The alternate water source system shall remain pres surized for a minimum period specified by the Authority Having Jurisdiction while the potable water system is empty. The minimum period the
ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
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. (7) Fixtures, potable, and alternate water source shall be
tested and inspected for flow. Flow from a potable water system outlet indicates a cross-connection. No flow from an alternate water source outlet will indicate that it is connected to the potable water system. (8) The drain on the potable water system shall be
checked for flow during the test and at the end of the test. (9) Where there is no flow detected in the fixtures which
would indicate a cross-connection, the potable water system shall be repressurized. 1502.3.3 Discovery of Cross-Connection. If a cross-connection is discovered, the following procedure, in the presence of the Authority Having Jurisdiction, shall be activated immediately: (1) Notify the Authority Having Jurisdiction of the cross
connection. ( 2 ) The alternate water source piping to the building and
its premises shall be shutdown at the meter, and the alternate water source riser shall be drained. ( 3 ) Potable water piping to the building and its prem-
ises shall be shutdown at the meter. ( 4 ) The cross-connection shall be uncovered and dis connected. ( 5 ) The building and its premises shall be retested in
accordance with Section 1502.3.1 and Section 1502.3.2. ( 6 ) The potable water system shall be chlorinated with
50 parts-per-million (ppm) chlorine for 24 hours. ( 7 ) 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.
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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
Overview- 1501.1 Applicability [BSC-CG, DWR & HCD 1] . The
- 1501.2 System Design. Alternate water source systems
- 1501.3 Permit [BSC-CG, HCD 1, DWR] . It shall be unlawful for …
- 1501.4 Component Identification. System components
- 1501.5 Maintenance and Inspection [BSC-CG, HCD
- 1501.6 Operation and Maintenance Manual [BSC-CG,
- 1501.7 Minimum Water Quality Requirements [BSC-
- 1501.8 Material Compatibility. Alternate water source systems …
- 1501.9 Signage [BSC-CG, HCD 1, HCD 2, HCD 1-AC].
- 1501.10 System Controls. Controls for pumps, valves, and
- 1502.1 General. Alternate water source systems shall be
- 1502.2 Supply System Inspection and Test. Alternate
- 1502.3 Cross-Connection Inspection and Testing. An
- 1502.4 Separation Requirements. Underground alternate water so…
- 1502.5 Abandonment. Alternate water source systems that
- 1502.6 Sizing. Unless otherwise provided for in this chapter, …
- 1503.1 General. The provisions of this section shall apply
- 1503.2 System Requirements. Gray water shall be permitted to b…
- 1503.3 Connections to Potable and Reclaimed (Recy-
- 1503.4 Location. No gray water system or part thereof shall
- 1503.5 Plot Plan Submission. No permit for a gray water
- 1503.6 Prohibited Location. Where there is insufficient
- 1503.7 Drawings and Specifications. The Authority
- 1503.8 Procedure for Estimating Gray Water Dis-
- 1503.9 Gray Water System Components. Gray water
- 1504.1 General. Irrigation or disposal fields shall be permitt…
- 1504.3 Determination of Maximum Absorption
- 1504.4 Groundwater Level. No excavation for an irrigation fiel…
- 1504.2 Required Area of Subsurface Irrigation
- 1504.5 Irrigation, Disposal Field and Mulch Basin Con-
- 1504.6 Reserved.
- 1504.7 Reserved .
- 1504.8 Gray Water System Color and Marking Infor-
- 1504.9 Other Collection and Distribution Systems.
- 1504.10 Testing. Building drains and vents for gray water
- 1504.11 Maintenance. Gray water systems and components shall b…
- 1505.1 General. The provisions of Section 1505.0 through
- 1505.2 Permit. It shall be unlawful for a person to construct,
- 1505.3 System Changes. No changes or connections shall
- 1505.4 Connections to Potable or Recycled Water
- 1505.5 Initial Cross-Connection Test. A cross-connection test …
- 1505.6 Recycled Water Supply System Materials.
- 1505.7 Recycled Water Supply System Color and
- 1505.8 Valves. Valves, except fixture supply control valves,
- 1505.9 Hose Bibbs. Hose bibbs shall not be allowed on
- 1505.10 Required Appurtenances. The recycled water
- 1505.11 Pipe Separation in Trenches . Reclaimed (recycled) wat…
- 1505.12 Signage . Signs in rooms and water closet tanks in
- 1505.13 Inspection and Testing. Recycled water supply
- 1505.14 Minimum Water Quality Requirements for
- 1505.15 Maintenance and Inspection. Recycled water
- 1506.1 General. The provisions of this section shall apply
- 1506.2 Plumbing Plan Submission. No permit for an
- 1506.3 System Changes. No changes or connections shall
- 1506.4 Connections to Potable or Recycled Water
- 1506.5 Initial Cross-Connection Test. A cross-connection test …
- 1506.6 On-Site Treated Nonpotable Gray Water Sys-
- 1506.7 On-Site Treated Nonpotable Gray Water
- 1506.8 On-Site Treated Nonpotable Gray Water Sys-
- 1506.9 Design and Installation. The design and installation of…
- 1506.10 Valves. Valves, except fixture supply control
- 1506.11 Signs. Signs in buildings using on-site treated nonpot…
- 1506.12 Inspection and Testing. On-site treated nonpotable gra…
- 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 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 …