Over the years I've used all shapes of tanks. Skinny rectangular tanks, fat
rectangular tanks, and round tanks, both above ground and below.  I've use
swimming pools with AHJ approval twice. I've done things like place a skinny
rectangular 300g tank against the wall in a garage, it only stuck out 13"
from the wall. Easy to walk around.  The odd shapped tanks cost twice as
much but they solve problems with 'where do I put it'.  Never did a bladder
tank because we always found an odd shaped tank to stick in a corner or
along a wall.  We secured the tanks to the walls.

Herb Schairbaum
253-279-3603
253-927-8781 Fax

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Bob
Sent: Friday, December 14, 2012 11:40 AM
To: [email protected]
Subject: RE: Bladder Tank for 13D

Mike,
The guest house and the barn are both elective as far as sprinklers are
concerned.  The barn isn’t really a barn, it’s more of a weight room and
office with room to park two cars.  As far as weight goes, the tanks would
be sitting on unexcavated earth.

Thanks,

Bob Knight, CET III
208-318-3057
www.firebyknight.com


From: Mike Cabral [mailto:[email protected]]
Sent: Friday, December 14, 2012 12:29 PM
To: [email protected]; [email protected];
[email protected]
Subject: Re: Bladder Tank for 13D

First thing I'm thinking is that 300 gallons is around 2,500 pounds how can
you support that weight? In addition is a barn 13D? 300 gallons gives you 10
min water supply a 13D requirement.
 
PEX pipe is copper tube size, smaller than IPS. If it was PEX there is no
need for any 90 degree elbows as the material is able to bend to make the
turn without fittings.
 
Perhaps a small out building would be in order for both the water storage
and the pump.
 
Just my 2 cents worth at first blush.
 
Mike Cabral
Phone 636-451-0533
Cell 314-412-1800
e-Fax 636-438-1338

From: Bob <[email protected]>
To: [email protected]
Sent: Friday, December 14, 2012 12:45 PM
Subject: Bladder Tank for 13D

I have a situation where a 13D system was to have a water supply of 55 gpm @
50 psi from a well pump.  All was good with the main house. Then, the owner
decided that he wanted the guest house and barn sprinklered.  We were told
that they would run a 1-1/2" poly line from the house to the guest house.
They (the plumber) also installed a 1" line from the guest house to the
barn.  This was not ideal, but it was workable.  On paper everything worked
hydraulically.  Now, when reality was checked we find that the plumber did
not install what we were told.  Instead, of 55 @ 50 we find that at the barn
there is only 10 psi flowing 20 gpm.  No bueno.  The guest house isn't much
better.  Fortunately, the main house is OK.  It turns out that the plumber
did not install the poly pipe and fittings as told.  Instead, PEX, or
something similar, was used with crimp fittings.  The 90 ell's have no sweep
to them so the water basically hits a wall before it turns.  Not only were
these fittings used but he put in a boat load of them for unknown reasons.
Bottom line is that the water supply was destroyed.

Now the GC would like the sprinkler contractor to fix the problem by using a
tank and pump.  Problem is there is no room in either the guest house or the
barn for a TALCO type package.  The only place that there is room in either
building is in the crawl space.  There is no access other than a standard
small access hole into the space and the buildings are all but finished.
The sprinkler contractor would like to use a bladder tank if possible.  I
found what is called a "pillow tank" on line and it would work in our
situation.  The tank has an inlet and an outlet so that a fill line could be
installed.  Has anyone used a bladder tank for a situation like this?  Where
would be a good place to find one?  What problems and concerns should we
look out for?  Both buildings are flowing 26 gpm so a 300 gallon tank would
be needed.


Thanks,

Bob Knight, CET III
208-318-3057
http://www.firebyknight.com/

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