LOL, what is the water utilities process for monitoring and procedure for
responding to problems?  Seriously most haven't a clue as to our needs.
Equivalent to the reliability of a public water works is certainly a true
statement.  The question is to which PWW?  The nearest, average or the
ideal?  There is no base line of a PWW to even start considering what would
be equivalent. 

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [email protected]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390
-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Roland
Huggins
Sent: Wednesday, April 14, 2010 9:34 AM
To: [email protected]
Subject: Re: Wells as a water source

i Since only 13D allows the use of a domestic well as a water supply,  
what is your basis for saying - it appears the codes permit it?  In  
other words, your argument doesn't hold water.  What you need to do is  
determine whether their domestic supply is equivalent to the  
reliability of a public water works.  What is their process for  
monitoring and procedure for responding to problems?

Roland

On Apr 14, 2010, at 5:58 AM, <[email protected]> <[email protected] 
 > wrote:

> This project is still in the concept stage so there are many  
> unanswered questions.
>
> The well information (flow and pressure) is coming from the well  
> drilling company.  Well history in this area is consistent and wells  
> are deemed extremely reliable, apparently the locals had never had  
> an issue with supply nor have been affected by droughts.  I have  
> asked for an aquifer performance analysis or other records relating  
> to the supply.  Yes these will be new wells for this site.
>
> These wells will be used for potable and process water supply.  They  
> are planning on putting in a 250,000 gallon process water storage  
> tank but flat out said they didn't want a fire water tank.
>
> There has been no mention of putting the well pumps on backup  
> power.  That is one of my concerns but since they are not fire pumps  
> I have not been able to find any code directive stating that they  
> must be on backup power. From a protection standpoint it makes  
> perfect sense but in today's economy if an owner isn't required to  
> do something they are not going to volunteer to spend money.
>
> So their idea is that the wells be tied into a fire pump that serves  
> a loop with hydrants and the local fire protection systems for the  
> structures on site.  No tank.  At this point I don't even have  
> enough data to do a hazards analysis so in the end the 4500 gpm may  
> not even be enough.  A good sized deluge system could take care of  
> that in a hurry.
>
> So while it appears that conditions and codes may permit the wells  
> without a lot of restrictions, there may be other design issues that  
> render them impractical or even unusable.  My preference would be a  
> tank, either standalone or in combination with the process water  
> storage and diesel pump package.  Then just use the wells for tank  
> refill.
>
> Thanks for all the input,
>
> 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 Ron Greenman
> Sent: Tuesday, April 13, 2010 9:10 PM
> To: [email protected]
> Subject: Re: Wells as a water source
>
> And why would a secondary pump that's diesel be more reliable than  
> an electric pump with back up power? Particularly since the well  
> pumps are going to be electric and you don't mention any back-up at  
> all for them. No water coming out of the well means no water for the  
> fire pump. I've lost some part of this I'm sure.
>
> On Tue, Apr 13, 2010 at 3:11 PM, Todd Williams <[email protected]> wrote:
>> Where are you getting the well criteria? 1500 gpm out of a well
>> probably means you are hitting an aquifer. Three of them and it is
>> 4500 gpm. That's a lot of water. Where does the 26 psi come from?  Is
>> this based on other wells in the area? (My assumption is that they  
>> are
>> to be new wells, not existing). Is there any sort of state or  
>> regional
>> water planning or advisory board? They might have a say on this sort
>> of thing. I am on one up here and they would definitely want to know
>> about something like that. Are they going to use these wells for
>> process water as well as fire?
>>
>> It sounds like a potential 55 gallon drum of worms.
>>
>>
>>
>> At 04:57 PM 4/13/2010, you wrote:
>>> We've got a rural chemical processing plant.  No real municipal  
>>> water
>>> supply.  Owner wants to use wells, 3 at 1500 gpm each with an
>>> estimated, pumped residual pressure of approximately 26 psi at the  
>>> surface.
>>>
>>> So there will be a pump within the well supplying water to a multi- 
>>> use
>>> water main which will then branch off to feed the fire pumps.  It is
>>> their desire not to have a fire water tank.
>>>
>>> Well water supply is supposed to be extremely reliable in this area.
>>>
>>> At this stage of the game maximum system demand is yet to be  
>>> determined.
>>>
>>> The question is what are the issues with having a well pump or pumps
>>> serving a fire pump?  Any restrictions or things to consider?  I  
>>> have
>>> found nothing giving any specific guidelines concerning this
>>> arrangement.  I've looked at NFPA 20, 2007, 7.2 and NFPA 1142 and it
>>> appears that a dedicated fire well is presumed.  These wells are  
>>> going
>>> to be costly so they will not want to drill wells dedicated to FP  
>>> only.
>>>
>>>
>>> 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
>>>
>>> _______________________________________________
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>>
>> Todd G. Williams, PE
>> Fire Protection Design/Consulting
>> Stonington, CT
>> 860.535.2080
>> www.fpdc.com
>>
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>
>
>
> --
> Ron Greenman
> Instructor
> Fire Protection Engineering
> Bates Technical College
> Tacoma, WA
>
> Member:
> SFPE, ASCET, NFPA, AFSA, NFSA AFAA, NIBS, WSAFM, WFC  
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