Why fill them with expensive concrete when "soil cement" would do the job or
fill with debris (scrap reclaimed concrete rubble)_ and then pour in
concrete with a water reducer plasticizer additive to make it easy for the
pour to get into the nooks and crannies? Once you have filled the tank with
low compressibility material its walls would not "give" to external
pressures generated by a near by tower base.
I suppose this is when you tell me there was no clearance to get a dump
truck to the tanks location and the extended chute (or concrete pump) was
the only practical solution.
With only 6 inches of soil over the tank(s) then during a dry spell the
tank(s) will probably "print through."
Patrick NJ5G
-----Original Message-----
From: Grant Saviers
Sent: Sunday, October 26, 2014 10:27 AM
To: David Gallatin ; TowerTalk@contesting.com
Subject: Re: [TowerTalk] [Bulk] My hole is angled. :(
We (K7LXC & I) ended up finding a unknown buried abandoned septic tank
for my HDX589 base. Moved over 5' and found a second one! Concrete
without rebar is legal structural fill so the humongous hole sucked up
19 yards vs the 9 yards for the UST design. Use a form to make it look
good above ground and pour to have 6" of topsoil over the fill concrete.
Grant KZ1W
On 10/25/2014 2:19 PM, David Gallatin via TowerTalk wrote:
Hello everyone. When last we spoke I was off to dig my hole. 36?36?48. At
the top I have a slope of about ten degrees to the east. I'm about done
but I have not decided what, if anything to do about the slope. I'm going
to level the bottom which I estimate will mean going to 50 inches on the
west side. So long as the bottom is level do I need to concern myself much
with the top? FYI...digging sucks. Lol.
Sent from Yahoo Mail on Android
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