Rocci,

Main drain tests during system acceptance are performed simply to record the 
values for future comparison during NFPA-25 inspections and aren't a valid way 
of evaluating hydraulic demand.

If the water supply is sufficient for the new system design, then you should be 
able to rectify this by performing a backflow forward flow-test at the water 
supply stub-in, measuring your flow and residual pressure, and comparing that 
to the required flow and pressure at the corresponding hydraulic node on your 
calc sheet. This test is still not 100% valid since it doesn't account for 
pressure drop associated with outside hose allowance, so your results should 
show more safety factor than calculated at this point.

I would also make sure that your 4th floor main drain test is consistent with 
main drain tests performed on the lower zones after accounting for elevation 
just to confirm there isn't something wrong right at the new floor control 
assembly.

Hope this helps!
Eric Rieve, SET
Rieve Fire Protection


From: Rocci 3 Cetani <[email protected]>
Sent: Wednesday, September 11, 2024 10:18 AM
To: [email protected]
Subject: [Sprinklerforum] main drain test

We have a jurisdiction that failed our final inspection because the residual 
pressure during the main drain test doesn't match our BOR residual pressure 
from the hydraulic calcs for and OH extended coverage system.  Am I missing 
something? I don't see how the residual pressure on a main drain test has 
anything to do with the residual pressure  from our calcs.....I was always 
under the impression main drain tests were to verify there hasn't been a been a 
drastic change to the supply . This was an existing parking garage where they 
added solar panels on the top level so we added a sectional riser @ the top 
floor and added the new system. The fire department just keeps saying to upsize 
the riser from the 1st floor to the 4th floor which literally does nothing to 
my calcs. The building owner has spent 10's of thousands of dollars flushing 
the UG, inspecting the UG for obstructions, paid for additional flow test  and 
serviced the back flow.  We are at a complete loss on what else to do as the 
fire department is adamant that's the main drain test has to match the 
hydraulic calcs.....anyone ever come across a situation like this with a 
jurisdiction? Any suggestions?

Rocci Cetani III

Northern California Fire Protection Services Inc.
16840 Joleen Way Bldg. A
Morgan Hill, CA 95037
P-(408) 776-1580 EXT.1010
F-(408) 776-1590

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