Untitled Document
Office of the Fire Marshal banner
  • General Fire Flow / Water Supply Requirements

This document is intended to provide general information about water supply requirements that are applied to new construction projects within the unincorporated areas of Stanislaus County.  Fire flow and water supply requirements are found in Section 508, Appendix B and Appendix C of the California Fire Code.  Fire Flow Requirements are applied to development in areas with municipal water systems; On-Site Water Requirements are applied to areas without municipal water systems.  Contact the Office of the Fire Marshal or your local fire department if you have questions or need additional information.

Fire Flow Requirements (areas with municipal water systems)

For one and two family dwellings up to 3,600 square feet a minimum of 1,000 gpm for two hours is required.  This flow may be reduced up to 50% if building has an approved automatic fire sprinkler system.  At least one fire hydrant is required to be on an approved fire access roadway within 600 feet of all points of the structure.

Use the following table for all other structures:

Minimum Required Fire Flow and Flow Duration

Type IA and IB Type IIA and IIIA Type IV and V-A Type IIB and IIIB Type V-B Fire Flow (gpm) Duration (Hours)
0–22700 0–12700 0–8200 0-5900 0-3600 1500 2
22701-30200 12701-17000 8201-10900 5901-7900 3601-4800 1750 2
30201-38700 17001-21800 10901-12900 7901-9800 4801-6200 2000 2
38701-48300 21801-24200 12901-17400 9801-12600 6201-7700 2250 2
48301-59000 24201-33200 17401-21300 12601-15400 7701-9400 2500 2
59001-70900 33201-39700 21301-25500 15401-18400 9401-11300 2750 2
70901-83700 39701-47100 25501-30100 18401-21800 11301-13400 3000 3
83701-97700 47101-54900 30101-35200 21801-25900 13401-15600 3250 3
97101-112700 54901-63400 35201-40600 25901-29300 15601-18000 3500 3

Refer to CFC Appendix B for larger structures.  This flow may be reduced up to 75% if building has an approved automatic fire sprinkler system, however the required flow shall not be less than 1500 gpm.

Fire Hydrants shall meet the following requirements:

Number and Distribution of Fire Hydrants


Fire Flow Requirement
(gpm)
Minimum number of Hydrants Average Spacing Between Hydrants Max Distance From Street to Hydrant
1750 or less 1 500 250
2000-2250 2 450 225
2500 3 450 225
3000 3 400 225
3500-4000 4 350 210

Refer to CFC Appendix C for buildings with larger fire flows.

On-Site Water Requirements (areas without municipal water systems)

An approved on-site water supply for fire suppression is required for many new projects located in rural areas where municipal water systems do not exist.  This water supply must be accessible from an approved access roadway that is at least 20’ wide with a vertical clearance of 13’6”.  On-site water supplies may include tanks, cisterns, swimming pools, and ponds, but must be accessible and available year around.  A dry fire hydrant or other approved access must be located not less than 50’ or more than 150’ from the building being protected.  Structures requiring less than 5,000 gallons, pole barns, and one and two family residences equipped with approved automatic sprinkler systems may be granted an exemption from providing on-site storage.  Required on-site water supplies for other structures equipped with automatic fire sprinkler systems may be reduced by up to 75%.

Because of the expense that may be associated with providing an approved water supply it is strongly recommended that the proposed water supply be approved by the fire prevention bureau and local fire department prior to submitting plans.

National Fire Protection Association (NFPA) Standard #1142 is used to calculate the amount of on-site water supply that is required for structures where no municipal water supply is available.  The following formula will be used:

                                             Volume of structure (in cubic feet)
Gallons of on-site water =     ----------------------------------------------   X  Construction Classification
                                            Occupancy Hazard Classification

Volume of Structure = Total volume of structure in cubic feet

Occupancy Hazard Classification

  • 3 for severe hazard uses such as hay storage, wood storage and manufacturing
  • 4 for high hazard uses such as feed stores, repair garages, warehouses and stores
  • 5 for moderate hazard uses such as farm storage, restaurants, and unoccupied buildings
  • 6 for low hazard uses such as churches, offices, service stations, stables
  • 7 for light hazard uses such as homes, schools, offices

Construction Classification

  • Type II (metal) = .075
  • Type V (wood and wood frame) = 1.5

The required water supply may be increased by up to 50% for structures with exposure buildings located within 50 feet.

 
« Back to Development Requirements
 
Untitled Document
© Copyright Stanislaus County all rights reserved
Untitled Document