Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
1602.9 Design and Installation.
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.
The design and installation of nonpotable rainwater catchment systems shall be in accordance with Section 1602.9.1 through Section 1603.16.
1602.9.1 Outside Hose Bibbs. Outside hose bibbs shall be allowed on rainwater piping systems. Hose bibbs supplying rainwater shall be marked with the words: “CAUTION: NONPOTABLE WATER, DO NOT DRINK” and Figure 1602.9.1.
FIGURE 1602.9.1
328 2019 CALIFORNIA PLUMBING CODE
NONPOTABLE RAINWATER CATCHMENT SYSTEMS
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applications as determined by the Authority Having Jurisdiction. In the absence of water quality requirements determined by the Authority Having Jurisdiction, the minimum treatment and water quality shall be in accordance with Table 1602.9.6. Exception: [BSC] No treatment is required for rainwa- ter used for non-spray irrigation where the maximum storage volume is less than 5000 gallons (18 927 L) where the tank is supported directly upon grade and the ratio of height to diameter or width does not exceed 2 to 1.
1602.9.6.1 Disinfection. Where the initial qual- ity of the collected rainwater requires disinfection or other treatment or both, the collected rainwater shall be treated as necessary to ensure the required water quality is delivered at the point of use. Where chlorine is used for disinfection or treatment, water shall be tested for residual chlorine in accordance with ASTM D1253. The levels of residual chlorine shall not exceed the levels allowed for the intended use in accordance with the requirements of the local Enforcing Agency.
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1602.9.2 Deactivation and Drainage for Cross- Connection Test. The rainwater catchment system and the potable water system within the building shall be provided with the required appurtenances (e.g., valves, air or vacuum relief valves, etc.) to allow for deactivation or drainage as required for a cross-connection test in accordance with Section 1605.3. 1602.9.3 Rainwater Catchment System Surfaces. Rainwater shall be collected from roof surfaces or other impervious manmade, above-ground collection surfaces. Rainwater collected from surface water runoff, vehicular parking surfaces or manmade surfaces at or below grade shall comply with the water quality requirements for on- site treated nonpotable gray water in Section 1504.0. Exception: Collected rainwater or storm water used exclusively for subsurface landscape irrigation. 1602.9.4 Other Surfaces. Natural precipitation collected from surface water runoff, vehicular parking surfaces, or manmade surfaces at or below grade shall be in accordance with the water quality requirements for on-site treated nonpotable gray water systems in Section 1506.0. Exception: Collected rainwater or storm water used exclusively for subsurface landscape irrigation. 1602.9.5 Prohibited Discharges. Overflows and bleed-off pipes from roof-mounted equipment and appliances shall not discharge onto roof surfaces that are intended to collect rainwater. 1602.9.6 Minimum Water Quality. The minimum water quality for harvested rainwater shall meet the applicable water quality requirements for the intended
sive corrosion or decay and shall be watertight.
TABLE 1602.9.6 MINIMUM TREATMENT AND WATER QUALITY FOR RAINWATER
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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