The converse of this is a community where the water company upped the 
pressure 20 psi and now all the pumps are putting out 195 psi at churn....


At 06:05 PM 9/23/2009, you wrote:
>This highlights the importance of taking into account all of the 
>variables that can affect a water supply as outlined in NFPA 13 and 
>Ron's earlier discussion about safety factors. We have a situation 
>where the local water purveyor conducted the water flow tests.  They 
>noted that they have a gravity-fed system with booster pumps to 
>maintain tank elevations.  But they didn't believe the booster pump 
>operations would affect the water supply much at our site.
>
>During fire pump acceptance testing we learned that the available 
>supply was no longer as strong as we originally thought. After 
>extensive searching for closed valves, retesting while city pumps 
>were off as well as when they were running, we still are not certain 
>why there is a weaker supply at the site than earlier in the year. 
>But it appears that the city booster pumps must have been running 
>during our original test, because they do improve the current supply somewhat.
>
>The point is, water supply testing and analysis is more critical 
>than we normally recognize.  How many times do you see folks taking 
>a random flow test and designing to little or no safety 
>cushion?  Never mind the absolute idiocy of the ignorant PEs who 
>allow competing contractors to conduct their own tests during the 
>bidding process and then trust that the low bidder: 1) Tested 
>correctly; 2) Accounted for normal fluctuations in the supply; 
>3)Isn't modifying the results to get a more favorable outcome for 
>their bid price.
>
>I don't know all of the specifics of this case, but it seems to me 
>the AHJ isn't responsible. If this was an "engineered" project that 
>went to competitive bids, it's the engineer of record's 
>responsibility to have considered the potential changes in the water 
>supply.  If this was a negotiated project, then the sprinkler 
>contractor should have allowed for changes in the supply.  Of 
>course, it's possible that there were changes brought about by 
>unforeseen circumstances - like George's bottle plants that took up 
>significant water.
>
>Mark A. Sornsin, PE
>Fire Protection Engineer
>Ulteig Engineers, Inc.
>Fargo, ND
>Direct:    701. 280.8591
>[email protected]
>
>
>-----Original Message-----
>From: [email protected] 
>[mailto:[email protected]] On Behalf Of Greg McGahan
>Sent: Wednesday, September 23, 2009 3:20 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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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  
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