The way that I have always done it was to try to get the effective
point of the test as close to the building as possible. The effective
point is the junction of flowing and non-flowing water. Often is
turns out to be the intersection of the hydrant spur with the main
line. There could be exceptions depending on the arrangement of the
hydrants and the lead in, but that would need to be looked at individually.
At 10:12 AM 9/23/2008, you wrote:
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O.K., can someone please help a dummy out (that would be me)? When looking
at a Civil Site Utility plan what method do you use to determine which
hydrant you want to flow and which one you put the gauge on? I've heard a
couple different ways, just wanted to get a popular opinion
Regards,
<http://www.firstdefensefire.com/>
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080
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