Heads up: There are no amended sections in this chapter.
[24:10.1]
All piping used in private fire service mains shall be in accordance with 10.1.1.1, 10.1.1.2 or 10.1.1.3. [24:10.1.1]
Piping manufactured in accordance with Table 10.1.1.1 shall be permitted to be used. [24:10.1.1.1]

Table 10.1.1.1 Manufacturing Standards for Underground Pipe

Materials and Dimensions Standard
Ductile Iron
Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water AWWA Cl04
Polyethylene Encasement for Ductile Iron Pipe Systems AWWA Cl05
Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings AWWA Cl11
Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges AWWA Cl15
Thickness Design of Ductile Iron Pipe AWWA Cl50
Ductile Iron Pipe, Centrifugally Cast for Water AWWA C151
Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances AWWA C600
Concrete
Reinforced Concrete Pressure Pipe, Steel-Cylinder Type AWWA C300
Prestressed Concrete Pressure Pipe, Steel-Cylinder Type AWWA C301
Reinforced Concrete Pressure Pipe, Non-Cylinder Type AWWA C302
Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned AWWA C303
Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in., for Water Distribution Systems AWWA C400
Cement-Mortar Lining of Water Pipe Lines 4 in. and Largerin Place AWWA C602
Plastic
Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in., for Water Distribution AWWA C900
Polyvinyl Chloride (PVC) Pressure Pipe, 14 in. Through 48 in., for Water Distribution AWWA C905
Polyethylene (PE) Pressure Pipe and Fittings, 4 in. (100 mm) Through 63 in. (1575 mm) for Water Distribution AWWA C906
Molecularly Oriented Polyvinyl Chloride (PVCO) 4-24 in. AWWA C909
Brass
Specification for Seamless Red Brass Pipe ASTM B43
Copper
Specification for Seamless Copper Tube ASTM B75
Specification for Seamless Copper Water Tube ASTM B88
Requirements for Wrought Seamless Copper and Copper-Alloy Tube ASTM B251

[24: Table 10.1.1.1]

Piping specifically listed for use in private fire service mains shall be permitted to be used. [24:10.1.1.2]
Where listed pipe is used, it shall be installed in accordance with the listing limitations including installation instructions. [24:10.1.1.2.1]
Where listing limitations or installation instructions differ from the requirements of this standard, the listing limitations and installation instructions shall apply. [24:10.1.1.2.2]
Steel piping manufactured in accordance with Table 10.1.1.3 that is externally coated and wrapped and internally galvanized shall be permitted to be used between the hose coupling(s) on the fire department connection and the check valve installed in the fire department connection piping. [24:10.1.1.3]

Table 10.1.1.3 Steel Piping for Fire Department Connections

Materials and Dimensions Standard
Specification for Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use ASTM A795
Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless ASTM A53
Standard Specification for
Electric-Resistance Welded Steel Pipe ASTM A135

[24: Table 10.1.1.3]

External coating and wrapping as required by 10.1.1.3 shall be approved. [24:10.1.1.3.1]
All piping used in private fire service mains shall be rated for the maximum system working pressure to which the piping is exposed to but shall not be rated at less than 150 psi (10 bar). [24:10.1.2]
When lined piping is used, the manufacturer's literature for internal diameter shall be used for all hydraulic calculations. [24:10.1.3]
Where piping installed in a private fire service main must be installed above grade, the piping materials shall conform to NFPA 13. [24:10.1.4]
Underground piping shall be permitted to extend into the building through the slab or wall not more than 24 in. (600 mm). [24:10.1.4.1]
[24:10.2]
All fittings used in private fire service mains shall be in accordance with 10.2.1.1 or 10.2.1.2. [24:10.2.1]
Fittings manufactured in accordance with Table 10.2.1.1 shall be permitted to be used. [24: Table 10.2.1.1]

Table 10.2.1.1 Fittings Materials and Dimensions

Materials and Dimensions Standard
Cast Iron
Gray Iron Threaded Fittings, Classes 125 and 250 ASME B16.4
Gray Iron Pipe Flanges and Flanged Fittings, Classes 25, 125, and 250 ASME B16.1
Ductile Iron
Ductile Iron and Gray Iron Fittings,
3 in. Through 48 in., for Water and other Liquids AWWA C110
Ductile Iron Compact Fittings, 3 in. Through 24 in. and 54 in. through 64 in. for Water Service AWWA C153
Malleable Iron
Malleable Iron Threaded Fittings, Class 150 and 300 ASME B16.3
Steel
Factory-Made Wrought Steel Buttweld Fittings ASME B16.9
Buttwelding Ends ASME B16.25
Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures ASTM A234
Pipe Flanges and Flanged Fittings, NPS 1/2 Through 24 ASME B16.5
Forged Steel Fittings, Socket Welded and Threaded ASME B16.11
Steel Pipe Flanges for Waterworks ServiceSizes 4 in. Through 144 in. AWWA C207
Dimensions for Fabricated Steel Water Pipe Fittings AWWA C208
Copper
Wrought Copper and Bronze Solder Joint Pressure Fittings ASME B16.22
Cast Cast Bronze Solder Joint Pressure Fittings ASME B16.18
Bronze Fittings
Cast Bronze Threaded Fittings ASTM B16.15

[24: Table 10.2.2.1]

Fittings specifically listed for use in private fire service mains shall be permitted to be used. [24:10.2.1.2]
Where listed fittings are used, they shall be installed in accordance with their listing limitations including installation instructions. [24:10.2.1.2.1]
Where listing limitations or installation instructions differ from the requirements of this standard, the listing limitations and installation instructions shall apply. [24:10.2.1.2.2]
All fittings used in private fire service mains shall be rated for the maximum system working pressure to which the fittings are exposed, but shall not be rated at less than 150 psi (l0 bar). [24:10.2.2]
Where fittings installed in a private fire service main must be installed above grade, the fittings shall conform to NFPA 13. [24:10.2.3]
Fittings in accordance with 10.2.1 shall be permitted for the transition to the above ground piping or fittings. [24:10.2.3.1]
Connection of all fittings and appurtenances to piping shall be in accordance with Section 10.3. [24:10.3.1]
Connections of pipe and fittings indicated in Table 10.1.1.1 and Table 10.2.1.1 shall be in accordance with the referenced standard in the Table. [24:10.3.2]
Connections utilizing listed products shall be in accordance with the listing limitations and the manufacturer's installation instructions. [24:10.3.3]
Where listing limitations or installation instructions differ from the requirements of this standard, the listing limitations and installation instructions shall apply. [24:10.3.3.1]
Where pipe, fittings or appurtenances are connected using threads, all threads shall be in accordance with ANSI/ ASME Bl.20.1. [24:10.3.4]
Where pipe, fittings or appurtenances are connected using grooves, they shall be connected in accordance with 10.3.5.1 through 10.3.5.3. [24:10.3.5]
Pipe, fittings, and appurtenances to be joined with grooved couplings shall contain cut, rolled, or cast grooves that are dimensionally compatible with the couplings. [24:10.3.5.1]
Pipe, fittings, and appurtenances that are connected with grooved couplings and are part of a listed assembly shall be permitted to be used. [24:10.3.5.2]
Pipe joined with grooved fittings shall be joined by a listed combination of fittings, gaskets, and grooves. [24:10.3.5.3]
All joints for the connection of copper tube shall be brazed or joined using pressure fittings as specified in Table 10.2.1.1. [24:10.3.6]
All bolted joint accessories shall be cleaned and thoroughly coated with asphalt or other corrosion-retarding material after installation. [24:10.4.1.1]
The requirements of 10.4.1.1 shall not apply to epoxy coated fittings, valves, glands, or other accessories. [24:10.4.1.2]
Where it is necessary to join metal pipe with pipe of dissimilar metal, the joint shall be insulated against the passage of an electric current using an approved method. [24:10.4.1.3]
The depth of cover for private fire service mains and their appurtenances to protect against freezing shall be in accordance with 10.4.2. [24:10.4.2.1]
The top of the pipe shall be buried not less than 1 ft (300mm) below the frost line for the locality. [24:10.4.2.1.1]
The depth of piping shall be measured from the top of the piping to the final grade. [24:10.4.2.1.2]
Where listed piping is used and the bury depth differs from this standard, the listing limitations shall apply. [24:10.4.2.1.3]
Where private fire service mains are installed above ground, they shall be protected from freezing in accordance with NFPA 13. [24:10.4.2.1.4]
Private fire service mains installed in water raceways or shallow streams shall be installed so that the piping will remain in the running water throughout the year. [24:10.4.2.1.5]
Where piping is installed adjacent to a vertical face, it shall be installed from the vertical face at the same distance as if the piping were buried. [24:10.4.2.1.6]
Protection of private fire service mains from freezing using heat tracing shall be permitted when the heat tracing is specifically listed for underground use. [24:10.4.2.1.7]
Heat tracing not listed for underground use shall be permitted when piping is installed in accordance with 10.1.4. [24:10.4.2.1.7.1]
The depth of cover for private fire service mains and their appurtenances to protect against mechanical damage shall be in accordance with 10.4.2.2.3. [24:10.4.2.2]
The depth of piping shall be measured from the top of the piping to the final grade. [24:10.4.2.2.1]
In locations where freezing is not a factor, the depth of cover shall not be less than 30 in. (0.8 m) below grade to prevent mechanical damage. [24:10.4.2.2.2]
Where listed piping is used and the bury depth differs from this standard, the listing limitations shall apply. [24:10.4.2.2.2.1]
Private fire service mains installed under driveways or roadways shall be buried at a minimum depth of 3 ft (900 mm). [24:10.4.2.2.3]
Sidewalks, walkways and other paved or concrete pedestrian passageways shall not be required to comply with 10.4.2.2.3. [24:10.4.2.2.3.1]
Private fire service mains installed under railroad tracks shall be buried at a minimum depth of 4 ft (1.2 m). [24:10.4.2.2.4]
Where railroad operators require a greater depth of bury, the greater depth shall apply. [24:10.4.2.2.4.1]
Private fire service mains installed under large piles of heavy commodities or subject to heavy shock and vibrations shall be buried at a minimum depth of 4 ft (1.2 m). [24:10.4.2.2.5]
Where private fire service mains are installed above ground, they shall be protected with bollards or other means as approved by the AHJ when subject to mechanical damage. [24:10.4.2.2.6]
Except as allowed by 10.4.3, private fire service mains shall not be allowed to run under buildings. [24:10.4.3]
Private fire service mains supplying fire protection systems within the building shall be permitted to extend no more than 10 ft (3 m), as measured from the outside of the building, under the building to the riser location. [24:10.4.3.1]
Pipe joints shall not be located directly under foundation fittings. [24:10.4.3.1.1]
Piping shall be installed a minimum of 12 in. (300 mm) below the bottom of building foundations or footers. [24:10.4.3.1.2]
The requirements of 10.4.3.1.2 shall not apply when the piping is sleeved with an approved material. [24:10.4.3.1.2.1]
Where approved, private fire service mains supplying systems within the building shall be permitted to extend more than 10 ft (3 m) under the building when all the requirements of 10.4.3.2.1, through 10.4.3.2.4 are met. [24:10.4.3.2]
Where the piping is installed under the building, all foundations or footers over the private fire service main shall be arched to create a minimum of 24 in. (600 mm) clearance. [24:10.4.3.2.1]
It shall be acceptable to install the piping in covered trenches where the trenches are accessible from within the building. [24:10.4.3.2.2]
All joints shall be mechanically restrained. [24:10.4.3.2.3]
A valve shall be installed before the piping enters under the building and within 24 in. (600 mm) of where the piping enters the building. [24:10.4.3.2.4]
In no case shall the underground piping be used as a grounding electrode for electrical systems. [24:10.5.1]
The requirement of 10.5.1 shall not preclude the bonding of the underground piping to the lightning protection grounding system as required by NFPA 780 in those cases where lightning protection is provided for the structure. [24:10.5.1.1]
Private fire service mains shall be restrained against movement at changes in direction in accordance with 10.6.1, 10.6.2 or 10.6.3. [24:10.6]
Thrust blocks shall be permitted where soil is stable and capable of resisting the anticipated thrust forces. [24:10.6.1.1]
Thrust blocks shall be of concrete, of a mix not leaner than one part cement, two and one-half parts sand, and five parts stone. [24:10.6.1.2]
Thrust blocks shall be placed between undisturbed earth and the fitting to be restrained and shall be capable of resisting the calculated thrust forces. [24:10.6.1.3]
Wherever possible, thrust blocks shall be located so that the joints are accessible for repair. [24:10.6.1.4]
Private fire service mains using restrained joint systems shall include one or more of the following:
  1. Locking mechanical or push-on joints
  2. Mechanical joints utilizing setscrew retainer glands
  3. Bolted flange joints
  4. Pipe clamps and tie rods
  5. Other approved methods or devices [24:10.6.2]
[24:10.6.2.1.1]
Clamps shall have the following dimensions:
  1. 1/2 in. × 2 in. (12 mm × 50 mm) for 4 in. (100 mm) to 6 in. (150 mm) pipe
  2. 5/8 in. × 21/2 in. (16 mm × 65 mm) for 8 in. (200 mm) to 10 in. (250 mm) pipe
  3. 5/8 in. × 3 in. (16 mm × 75 mm) for 12 in. (300 mm) pipe [24:10.6.2.1.1.1]
The diameter of a bolt hole shall be 1/8 in. (3 mm) larger than that of the corresponding bolts. [24:10.6.2.1.1.2]
[24:10.6.2.1.2]
Rods shall be not less than 5/8 in. (16 mm) in diameter. [24:10.6.2.1.2.1]
Table 10.6.2.1.2.2 provides numbers of various diameter rods that shall be used for a given pipe size. [24:10.6.2.1.2.2]

Table 10.6.2.1.2.2 Rod Number — Diameter Combinations

Nominal Pipe Size (in.)(mm) 5/8 in. (16 mm) 3/4 in. (20 mm) 7/8 in. (22 mm) 1 in. (25 mm)
4 (100) 2
6 (150) 2
8 (200) 3 2
10 (250) 4 3 2
12 (300) 6 4 3 2
14 (350) 8 5 4 3
16 (400) 10 7 5 4

Note: This table has been derived using pressure of 225 psi (15.5 bar) and design stress of 25,000 psi (172.4 MPa).

[24: Table 10.6.2.1.2.2]

When using bolting rods, the diameter of mechanical joint bolts shall limit the diameter of rods to 3/4 in. (20 mm). [24:10.6.2.1.2.3]
Threaded sections of rods shall not be formed or bent. [24:10.6.2.1.2.4]
Where using clamps, rods shall be used in pairs for each clamp. [24:10.6.2.1.2.5]
Assemblies in which a restraint is made by means of two clamps canted on the barrel of the pipe shall be permitted to use one rod per clamp if approved for the specific installation by the AHJ. [24:10.6.2.1.2.6]
Where using combinations of rods, the rods shall be symmetrically spaced. [24:10.6.2.1.2.7]
Clamp bolts shall have the following diameters:
  1. 5/8 in. (16 mm) for pipe 4 in. (100 mm), 6 in. (150 mm), and 8 in. (200 mm)
  2. 3/4 in. (20 mm) for 10 in. (250 mm) pipe
  3. 7/8 in. (22.2 mm) for 12 in. (300 mm) pipe [24:10.6.2.1.3]
[24:10.6.2.1.4]
Washers shall be permitted to be cast iron or steel and round or square. [24:10.6.2.1.4.1]
Cast-iron washers shall have the following dimensions:
  1. 5/8 in. × 3 in. (16 mm × 75 mm) for 4 in. (100 mm), 6 in. (150 mm), 8 in. (200 mm), and 10 in. (250 mm) pipe
  2. 3/4 in. × 31/2 in. (20 mm × 90 mm) for 12 in. (300 mm) pipe [24:10.6.2.1.4.2]
Steel washers shall have the following dimensions:
  1. 1/2 in. × 3 in. (12 mm × 75 mm) for 4 in. (100 mm), 6 in. (150 mm), 8 in. (200 mm), and 10 in. (250 mm) pipe
  2. 1/2 in. × 31/2 in. (12 mm × 90 mm) for 12 in. (300 mm) pipe [24:10.6.2.1.4.3]
The diameter of holes shall be 1/8 in. (3.2 mm) larger than that of bolts or rods. [24:10.6.2.1.4.4]
Restraint straps for tees shall have the following dimensions:
  1. 5/8 in. (16 mm) thick and 21/2 in. (65 mm) wide for 4 in. (100 mm), 6 in. (150 mm), 8 in. (200 mm), and 10 in. (250 mm) pipe
  2. 5/8 in. (15.9 mm) thick and 3 in. (75 mm) wide for 12 in. (300 mm) pipe [24:10.6.2.2.1]
The diameter of rod holes shall be 1/16 in. (1.6 mm) larger than that of rods. [24:10.6.2.2.2]
Figure 10.6.2.2.3 and Table 10.6.2.2.3 shall be used in sizing the restraint straps for both mechanical and push-on joint tee fittings. [24:10.6.2.2.3]

Table 10.6.2.2.3 Restraint Straps for Tees

Nominal Pipe Size A B C D
in. mm in. mm in. mm in. mm in. mm
4 100 121/2 318 101/8 257 21/2 64 13/4 44
6 150 141/2 368 121/8 308 39/16 90 213/l6 71
8 200 163/4 425 143/8 365 421/32 118 329/32 99
10 250 191/16 484 1611/16 424 53/4 146 5 127
12 300 225/16 567 193/16 487 63/4 171 57/8 149

[24: Table 10.6.2.2.3]

FIGURE 10.6.2.2.3 Restraint Straps for Tees. [24: Figure 10.6.2.2.3]

The strap shall be 3/4 in. (20 mm) thick and 21/2 in. (65 mm) wide. [24:10.6.2.3.1]
The strap length shall be the same as dimension A for tee straps as shown in Figure 10.6.2.2.3. [24:10.6.2.3.2]
The distance between the centers of rod holes shall be the same as dimension B for tee straps as shown in Figure 10.6.2.2.3. [24:10.6.2.3.31]
Clamps, rods, rod couplings or turnbuckles, bolts, washers, restraint straps, and plug straps shall be of a material that has physical and chemical characteristics that indicate its deterioration under stress can be predicted with reliability. [24:10.6.2.4]
After installation, rods, nuts, bolts, washers, clamps, and other restraining devices shall be cleaned and thoroughly coated with a bituminous or other acceptable corrosion-retarding material. [24:10.6.2.5]
The requirements of 10.6.2.5 shall not apply to epoxy coated fittings, valves, glands or other accessories. [24:10.6.2.5.1]
Private fire service mains utilizing one or more of the following connection methods shall not require additional restraint, provided that such joints can pass the hydrostatic test of 10.10.2.2 without shifting of piping.
  1. Threaded connections
  2. Grooved connections
  3. Welded connections
  4. Heat fused connections
  5. Chemical or solvent cemented connections

[24:10.6.3]

[24:10.7]
On steep grades, mains shall be additionally restrained to prevent slipping. [24:10.7.1]
Pipe shall be restrained at the bottom of a hill and at any turns (lateral or vertical). [24:10.7.1.1]
The restraint specified in 10.7.1.1 shall be to natural rock or to suitable piers built on the downhill side of the bell. [24:10.7.1.1.1]
Bell ends shall be installed facing uphill. [24:10.7.1.2]
Straight runs on hills shall be restrained as determined by a design professional. [24:10.7.1.3]
Piping, valves, hydrants, gaskets, and fittings shall be inspected for damage when received and shall be inspected prior to installation. [24:10.8.1]
The tightness of bolted joints shall be verified by the bolt torque or by the method described in the listing information or manufacturer's installation instructions. [24:10.8.2]
Pipe, valves, hydrants, and fittings shall be clean and free from internal debris. [24:10.8.3]
When work is stopped, the open ends of piping, valves, hydrants, and fittings shall be plugged or covered to prevent foreign materials from entering. [24:10.8.4]
All piping, fittings, valves, and hydrants shall be examined for cracks or other defects while suspended above the trench and lowered into the trench using appropriate equipment. [24:10.8.5]
Plain ends shall be inspected for signs of damage prior to installation. [24:10.8.6]
Piping, fittings, valves, hydrants and appurtenances shall not be dropped, dumped or rolled or skidded against other materials. [24:10.8.7]
Pipes shall be supported in the trench throughout their full length and shall not be supported by the bell ends only or by blocks. [24:10.8.8]
If the ground is soft, other means shall be provided to support the pipe. [24:10.8.9]
Valves and fittings used with nonmetallic pipe shall be supported and restrained in accordance with the manufacturer's installation instructions. [24:10.8.10]
[24:10.9]
Backfill material shall be tamped in layers or puddled under and around pipes to prevent settlement or lateral movement. [24:10.9.1]
Backfill material shall not contain ash, cinders, refuse, organic matter or other corrosive materials. [24:10.9.2]
Rocks shall not be used for backfill. [24:10.9.3]
Frozen earth shall not be used as backfill material. [24:10.9.4]
In trenches cut through rock, tamped backfill shall be used for at least 6 in. (150 mm) under and around the pipe and for at least 2 ft (600 mm) above the pipe. [24:10.9.5]
Where using piping listed for private fire service mains, the manufacturer's installation instructions for backfill shall be followed. [24:10.9.6]
The installing contractor shall be responsible for the following:
  1. Notifying the AHJ and the owner's representative of the time and date testing is to be performed
  2. Performing all required acceptance tests
  3. Completing and signing the contractor's material and test certificate(s) shown in Figure 10.10.1.

FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. [24: Figure 10.10.1]

[24:10.10.1]

Underground piping, from the water supply to the system riser, and lead-in connections to the system riser, including all hydrants, shall be completely flushed before connection is made to downstream fire protection system piping. [24:10.10.2.1.1]
The flushing operation shall continue until water flow is verified to be clear of debris. [24:10.10.2.1.2]
The minimum rate of flow shall be in accordance with Table 10.10.2.1.3. [24:10.10.2.1.3]

Table 10.10.2.1.3 Flow Required to Produce a Velocity of 10 ft/sec (3 m/sec) in Pipes

Pipe Size Flow Rate
in. mm gpm L/min
2 50 100 379
21/2 65 150 568
3 75 220 833
4 100 390 1,500
5 125 610 2,300
6 150 880 3,350
8 200 1,560 5,900
10 250 2,440 9,250
12 300 3,520 13,300

[24: Table 10.10.2.1.3]

Where the flow rates established in Table 10.10.2.1.3 are not attainable, the maximum flow rate available to the system shall be acceptable. [24:10.10.2.1.3.1]
Provision shall be made for the proper disposal of water used for flushing or testing. [24:10.10.2.1.4]
All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at gauge pressure of 200 psi (13.8 bar) or 50 psi (3.4 bar) in excess of the system working pressure, whichever is greater, and shall maintain that pressure at gauge pressure of ±5 psi (0.34 bar) for 2 hours. [24:10.10.2.2.1]
Acceptable test results shall be determined by indication of either a pressure loss less than gauge pressure of 5 psi or by no visual leakage. [24:10.10.2.2.2]
The test pressure shall be read from one of the following, located at the lowest elevation of the system or the portion of the system being tested:
  1. A gauge located at one of the hydrant outlets
  2. A gauge located at the lowest point where no hydrants are provided

[24:10.10.2.2.3]

The trench shall be backfilled between joints before testing to prevent movement of pipe. [24:10.10.2.2.4]
Where required for safety measures presented by the hazards of open trenches, the pipe and joints shall be permitted to be backfilled, provided the installing contractor takes the responsibility for locating and correcting leakage. [24:10.10.2.2.5]
Where additional water is added to the system to maintain the test pressures required by 10.10.2.2.1, the amount of water shall be measured and shall not exceed the limits of Table 10.10.2.2.6, which are based upon the following equation:

U.S. Customary Units:

L = testing allowance (makeup water) [gph (gal/hr)]
S = length of pipe tested (ft)
D = nominal diameter of the pipe (in.)
P = average test pressure during hydrostatic test (gauge psi)
Metric Units:

where:

L = testing allowance (makeup water) (L/hr)
S = length of pipe tested (m)
D = nominal diameter of pipe (mm)
P = average test pressure during the hydrostatic test (gauge psi)
[24:10.10.2.2.6]

Table 10.10.2.2.6 Hydrostatic Testing Allowance at 200 psi (gph/100 ft of Pipe)

Nominal Pipe Diameter Testing Allowance
in. (mm) in. (mm)
2 (50) 0.019 (0.236)
4 (100) 0.038 (0.472)
6 (150) 0.057 (0.708)
8 (200) 0.076 (0.944)
10 (250) 0.096 (1.19)
12 (300) 0.115 (1.43)
14 (350) 0.134 (1.66)
16 (400) 0.153 (1.90)
18 (450) 0.172 (2.14)
20 (500) 0.191 (2.37)
24 (600) 0.229 (2.84)

Notes:

(1) For other length, diameters, and pressures, utilize Equation 10.10.2.2.6a or 10.10.2.2.6b to determine the appropriate testing allowance.

(2) For test sections that contain various sizes and sections of pipe, the testing allowance is the sum of the testing allowances for each size and section.

[24: Table 10.10.2.2.6]

Where required by the AHJ, hydrostatic tests shall be permitted to be completed in accordance with the requirements of AWWA C600, AWWA C602, AWWA C603, and AWWA C900. [24:10.10.2.3]
[24:10.10.2.4]
Each hydrant shall be fully opened and closed under system water pressure. [24:10.10.2.4.1]
Dry barrel hydrants shall be checked for proper drainage. [24:10.10.2.4.2]
All control valves shall be fully closed and opened under system water pressure to ensure proper operation. [24:10.10.2.4.3]
Where fire pumps supply the private fire service main, the operating tests required by 10.10.2.4 shall be completed with the pumps running. [24:10.10.2.4.4]
The backflow prevention assembly shall be forward flow tested to ensure proper operation. [24:10.10.2.5.1]
The minimum flow rate required by 10.10.2.5.1 shall be the system demand, including hose stream demand where applicable. [24:10.10.2.5.2]
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