I had the same experience.  No water within 2 miles of the site, large 
manufacturing campus with multiple bldgs, lots of EH and specialty systems, 
3500 gpm fire pumps.  Water supply provided by two separate municipalities.  6M 
gallons of water and pressure was no issue.  All of this was based on computer 
modeling of course.  Owner was tied into new municipal feeds and once the lines 
were complete and hydrants placed, the actual flow wasn't even close.  Now the 
first thing they did was flow a hydrant a mile from the site, one outlet only 
and came up with numbers that might have been good for a small office but no 
where near anything we could use. 

After a bunch of wringing of hands and gnashing of teeth, the water companies 
basically said "what you got is what you got".  At the 11.9th hour the owner 
had to end up ordering and installing a new fire water tank.

They were not very happy about spending nearly another half million dollars. 


Craig L. Prahl, CET   
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[email protected]
http://www.ch2m.com 


-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Steve Kowkabany
Sent: Thursday, September 24, 2009 8:18 AM
To: [email protected]
Subject: RE: Inadequte Water

I have the single most frustrating water issue I have ever had going on right 
now Greg.  I am working on this small commercial entrance facility at a 
military base in Georgia.  We are only sprinklering a small 3,800 sqft cargo 
transfer building and getting the water from the local utility rather than the 
base.

We designed based on modeling data that was the only thing available at design 
(there was no water within a mile then) and had no problem making the small 
light hazard wet system work.

Last week the underground was finally finished and we had our main run up to 
the building and some nearby hydrants to test, so we tested them - 55/25 at 750 
gpm.  Bad water but still enough to make an little light hazard wet system work 
right?

Not once you take a 3,000 sqft design area, a 500 gpm hose allowance due to the 
presence of 300 sqft of OH1 rooms, and a mandatory 12 psi pressure across the 
BFP regardless of the fact that it is actually a double-check - all mandatory 
per UFC codes.  After all that, you need 850 gpm at 40 psi to make this system 
work and we are looking at a pump and a tank!

It's a very frustrating situation, so feel free to tell your AHJ he is not 
alone.


Steve Kowkabany, P.E.
Fire Protection Engineer
Neptune Fire Protection Engineering LLC
616 Davis Street
Neptune Beach, FL 32266
904-652-4200 Phone
904-212-0868 Fax 


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Greg McGahan
Sent: Wednesday, September 23, 2009 4:20 PM
To: [email protected]
Subject: Inadequte Water

Just fielded a question from an AHJ in a nearby community about being sued by 
an angry building owner that is saying the water pressure is inadequate for the 
sprinkler system. (Static pressure has fallen 5 psi since construction).

If any of you have specific experience with a situation like this I would like 
to be able to help him with some stories.

Greg McGahan
Operations Manager

Living Water Fire Protection
1160 McKenzie Road
P.O. Box 877
Cantonment, Florida 32533
(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231 [email protected]

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