Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
1504.3 Determination of Maximum Absorption
California Plumbing Code (Title 24, Part 5) · 2025 edition · updated 2026-09-10 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
Capacity. The irrigation field and mulch basin size shall be based on the maximum absorption capacity of the soil and determined using Table 1504.2. For soils not listed in Table
1504.2, the maximum absorption capacity for the proposed site shall be determined by percolation tests or another method acceptable to the Authority Having Jurisdiction. A gray water system shall not be permitted, where the percolation test shows the absorption capacity of the soil is unable to accommodate the maximum discharge of the proposed gray water irrigation system.
Exceptions:
(1) The Enforcing Agency may waive the requirement for identification of groundwater level and/or soil absorp- tion qualities based on knowledge of local conditions.
(2) Irrigation fields in compliance with Section 1504.5 which only utilize drip type emitters are exempt from percola- tion tests.
TABLE 1504.2
DESIGN OF SIX TYPICAL SOILS
| TYPE OF SOIL | MINIMUM SQUARE FEET OF IRRIGA- TION/LEACHING AREA PER 100 GALLONS OF ESTIMATED GRAY WATER DISCHARGE PER DAY |
MAXIMUM ABSORPTION CAPACITY IN GALLONS PER SQUARE FOOT OF IRRIGATION/ LEACHING AREA FOR A 24-HOUR PERIOD |
|---|---|---|
Coarse sand or gravel |
20 | 5.0 |
Fine sand |
25 | 4.0 |
Sandy loam |
40 | 2.5 |
Sandy clay |
60 | 1.7 |
Clay with consider- able sand or gravel |
90 | 1.1 |
Clay with small amounts of sand or gravel |
120 | 0.8 |
For SI units: 1 square foot = 0.0929 m [2], 1 gallon per day = 0.000043 L/s
Get a plain-English answer with a citation back to this text.
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 provisions of …
- 1501.2 System Design. [BSC-CG, HCD 1 & DWR]
- 1501.3 Permit. [BSC-CG, HCD 1 & DWR] It shall be
- 1501.4 Component Identification. System components
- 1501.5 Maintenance and Inspection. [BSC-CG, HCD
- 1505.16 .
- 1501.6 Operation and Maintenance Manual. [BSC-
- 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-
- 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
- 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 to
- 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 Having Juris…
- 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…
- 1504.2 Required Area of Subsurface Irrigation
- 1504.3 Determination of Maximum Absorption
- 1504.4 Groundwater Level. No excavation for an irrigation fiel…
- 1504.5 Irrigation, Disposal Field and Mulch Basin
- 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 Water Pressure. Reclaimed (recycled) water systems supp…
- 1505.6 Initial Cross-Connection Test. A cross-connection
- 1505.7 Recycled Water Supply System Materials.
- 1505.8 Recycled Water Supply System Color and
- 1505.9 Valves. Valves, except fixture supply control valves,
- 1505.13 Signage . Signs in rooms and water closet tanks in
- 1505.14 Inspection and Testing. Recycled water supply
- 1505.10 Hose Bibbs. Hose bibbs shall not be allowed on
- 1505.11 Required Appurtenances. The recycled water
- 1505.12 Pipe Separation in Trenches . Reclaimed (recycled) wat…
- 1505.15 Minimum Water Quality Requirements for
- 1505.16 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 Water Pressure. On-site treated non-potable gray
- 1506.11 Valves. Valves, except fixture supply control
- 1506.12 Signs. Signs in buildings using on-site treated nonpot…
- 1506.13 Inspection and Testing. On-site treated nonpotable gra…
- 1506.6 Initial Cross-Connection Test. A cross-connection test …
- 1506.7 On-Site Treated Nonpotable Gray Water Sys-
- 1506.8 On-Site Treated Nonpotable Gray Water
- 1506.9 On-Site Treated Nonpotable Gray Water Sys-
- 1506.10 Design and Installation. The design and installation o…
- 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 …
- Appendix O — NON-SEWERED SANITATION SYSTEMS
- Appendix P — PROFESSIONAL QUALIFICATIONS
- Appendix Q — INDOOR HORTICULTURAL FACILITIES
- Appendix R — TINY HOUSES
- Appendix S — ONSITE STORMWATER TREATMENT SYSTEMS