I'd stick a 4" PVC drain line under the floor to accept the gland drippage,
main drain, etc. 
Prob not a job where the test header would be in the pump room.....
Is it feasible to stick a doghouse alongside the tank and put the pump
there?
If the floor is poured you may have that much ($20k) in the trenching and
drain line.

For a Church I'm assuming a small vertical in-line electric with lim service
controller? Those can readily be yanked out and carried down the hallway, or
on a cart.

glc

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Todd Williams
- FPDC
Sent: Monday, August 18, 2008 12:44 PM
To: [email protected]
Subject: RE: underground through building

This is an existing project where the original contractor screwed up 
and was thrown off the job. One of my regular clients took it and 
asked me to help straighten it out.

There is no way presently to avoid running under the building. The 
requirements of 6.2 are being applied.

The pump room cannot be directly accessed from the outside. If they 
can get the pump in, they should be able to get it out as well. The 
room, while tight, is adequate size. The local AHJ is aware of it and 
has supposedly accepted the arrangement.

Drainage is another issue we are working on.

There is more, but not for this post

Todd



At 11:54 AM 8/18/2008, you wrote:
>You've got a bunch of issues there.
>
>
>Pipe under buildings:  check NFPA 24, 10.6.1 PIPE SHALL NOT BE RUN 
>UNDER BUILDINGS.
>
>There is some allowance when it can't be avoided as listed in 10.6.2.
>
>Can the pump room be accessed directly from outside?  Is there any 
>way to service or even remove the pump if necessary once the building is
done?
>
>Is there adequate drainage from the pump room to prevent it from 
>being flooded?
>
>
>
>
>
>
>Craig L. Prahl, CET
>Fire Protection Group
>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 Todd 
>Williams - FPDC
>Sent: Monday, August 18, 2008 11:14 AM
>To: [email protected]
>Subject: underground through building
>
>I am working on a church building with no public water. They 
>proposal is to install a fire pump and 20,000 gallons of impounded 
>water. The building is built and the underground partially 
>installed, but is wrong and needs to be replaced. The fire pump room 
>is in the middle of the building and cannot be relocated. The 
>elevation of the bottom of the tank is going to be approximately 8 
>ft above the floor of the pump room. The site is on a side hill. The 
>basement is walkout at the far end of the building and the front of 
>the building is approximately grade level at first floor.
>
>The proposal is to go underground in the pump room with the new 8"
>line, over to a stairway by an outside wall, back up through the 
>slab, up approximately 4 ft and out through the foundation wall to 
>the tank. The pipe would then be run to the suction tank(s). By 
>raising up inside, the 350' +?- of trench will only need to be 6 ft 
>instead of 10-12.
>
>Is this proposal an acceptable arrangement? I could not find 
>anything in NFPA 24 that says otherwise. Do I need or would any 
>additional valve be installed on the indoor section of pipe?
>
>
>
>Todd G. Williams, PE
>Fire Protection Design/Consulting
>Stonington, Connecticut
>www.fpdc.com
>860.535.2080
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  
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