Remote FDC Acceptance Test

Title Page

Business Name
Location
Date of Inspection
Inspector

Plans / Drawings

The approved plans / drawings are on-site or are available to the contractor.

Visual Inspection

Located within 100’ of a fire hydrant and is visible and accessible from the fire lane.
Piping, joints, and valves are uncovered.
Size and type of piping match approved plans.
Piping is manufactured in accordance with NFPA 24, Table 10.1.1.1 (Manufacturing Standards for Underground Pipe).
Table 10.1.1.1 Manufacturing Standards for Underground Pipe
Piping is rated for the maximum system working pressure to which the piping will be exposed (not rated less than 150 psi).
Depth of piping is sufficient for protection from freeze and mechanical damage.
Depth of Piping (minimum 30" from top of the pipe to final grade; minimum of 36" under driveways/roads; minimum of 4' below railroad tracks or under large piles of heavy commodities or subject to heavy shock and vibrations).
Direction changes and thrust blocks or restrained joint systems match approved plans.
Corrosion resistance, such as coating and wrapping, is installed where necessary.
The tightness of bolted joints is verified by bolt torque or other methods approved by the manufacturer.
All bolted joint accessories are cleaned and thoroughly coated with asphalt or other corrosion retarding material after installation.
Where metal pipes of dissimilar metals are joined, they shall be insulated against the passage of an electric current using an approved method.
Bedding and backfill material on-site match the approved plans, do not exceed 3/4" particle size, and contain no ashes, cinders, refuse, organic matter, or other corrosive materials.
Backfill material is tamped in layers or in puddles under and around pipes to prevent settlement or lateral movement.

Hydrostatic Test

Trench is backfilled between joints.
The gauge is located at the lowest elevation or portion of the system being tested.
Starting pressure is minimum of 200 psi or 50 psi in excess of the system working pressure, whichever is greater.
Pressure pumps disconnected after initial pressurization.
The test lasted a minimum of two (2) hours; resulting in less than five (5) psi of pressure loss.
The pressure was relieved from the system and the gauge returned to zero (0) psi.

Line Flush

Flow through a minimum of 4" hose or pipe.
Hose or pipe is restrained prior to flowing water.
Observe flush or swab until clear of all debris.

Final Acceptance

12" x 12" x 4" concrete pad at the base of the FDC.
4' all-weather pathway from fire lane to remote FDC.
Signage that indicates which area, building, or address is served by the remote FDC.
The center of all hose outlets are located between 18 and 48 inches above final grade.
2-1/2" Siamese or 5" Storz connection provided.
Locking Knox Caps installed.
Check valve and ball drip installed at appropriate location.
Physical impact protection provided where appropriate.