Todd.  
I did a test the other day. The water purveyor insisted that we shut one of the 
control valves on the loop and test the hydrant furthest downsteam.  The gauge 
hydrant was upsteam ofc the test hydrant.  
The purveyor insisted that the loop should not be fully open.  
Is that corect?  We were getting infp for a future system. 
Sent from my Verizon Wireless BlackBerry

-----Original Message-----
From: Todd Williams - FPDC <[EMAIL PROTECTED]>

Date: Tue, 23 Sep 2008 10:38:39 
To: <[email protected]>
Subject: Re: Flow Hydrant vs. Test Hydrant


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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