I'm looking at a piece of property for a building site in Western Wisconsin.
The soil survey maps defines it as 'tarr sand'
" The Tarr series consists of very deep, excessively drained soils
formed in siliceous sandy pedisediment over siliceous sandy residuum
from sandstone on stream terraces, hills, and pediments. 90% quartz.
Permeability is rapid."
Plans are for a full basement built with ICFs. I'm a little concerned
about the stability of this type of this sandy material for what I have
in mind.
Any help would be appreciated.
Curly
jloomis - 08 Aug 2008 14:46 GMT
Hi Curly,
I built a house about 12 years ago for a fellow here in Northern Calif. on a
"Sand Dune"
It is a large 2 story, with 3 car garage. I do have pictures of the house,
and have been there recently.
The house seems to be fine.
The engineer architect designed a footing that was quite large and wide.
It had additional rebar in the footing and more than a regular 2 story
design.
I actually had to build 2 forms for the concrete footing construction. One
to keep the sand from filling the footing made out of inert material to be
left in the pour.
As for a basement, there was none, and I suspect you would not have any
problem with moisture since you will have good drainage being "sandy"
I believe the "Large Footprint" of the footing and the steel in the
engineering of the footing made for a stable construction.
John Loomis Construction and Concrete
> I'm looking at a piece of property for a building site in Western
> Wisconsin.
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>
> Curly
CurlyQue - 08 Aug 2008 15:00 GMT
> Hi Curly,
> I built a house about 12 years ago for a fellow here in Northern Calif. on a
[quoted text clipped - 15 lines]
> I believe the "Large Footprint" of the footing and the steel in the
> engineering of the footing made for a stable construction.
Thanks. I'll keep what you said in mind when I speak to a contractor.
Curly
> John Loomis Construction and Concrete
>>
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>>
>> Curly
jloomis - 08 Aug 2008 15:21 GMT
As for the garage I would make sure that the walls were adequately water
proofed, and there are many applications that will solve this.
Moisture will "wick" in.......regardless of drainage, and like a sponge will
absorb moisture and keep it there unless driven out by heat.
So, a good water vapor barrier on the outside would be in line.
jloomis
"jloomis" <jloomis@ocean.net> wrote in message news:...
> Hi Curly,
> I built a house about 12 years ago for a fellow here in Northern Calif. on
[quoted text clipped - 35 lines]
>>
>> Curly
tbasc@bellsouth.net - 09 Aug 2008 01:02 GMT
> I'm looking at a piece of property for a building site in Western Wisconsin.
>
[quoted text clipped - 12 lines]
>
> Curly
Was the structure designed by an engineer?
Have you considered retaining an engineer to review the foundation?
T
CurlyQue - 10 Aug 2008 13:36 GMT
>> I'm looking at a piece of property for a building site in Western Wisconsin.
>>
[quoted text clipped - 16 lines]
> Have you considered retaining an engineer to review the foundation?
> T
No.
Whatever it takes. I'm not looking to cut corners.
Curly
Jonathan Wye - 20 Aug 2008 16:48 GMT
Your safest bet would be to look around for a local civil engineer who will
be familiar with the soils in your area. He or she can easily
design/specify a footing and wall which will adequately support your
structure, and take all the guesswork off your shoulders, a cheap investment
with good return.
Good luck,
Jonathan
On 8/10/08 8:36 AM, in article
AK2dnRuHR6pCfQPVnZ2dnUVZ_gKdnZ2d@centurytel.net, "CurlyQue" <mamay@gug.com>
wrote:
>>> I'm looking at a piece of property for a building site in Western Wisconsin.
>>>
[quoted text clipped - 22 lines]
>
> Curly
TonyG - 10 Aug 2008 14:25 GMT
> I'm looking at a piece of property for a building site in Western
> Wisconsin.
[quoted text clipped - 13 lines]
>
> Curly
Ya know they make engineers for this stuff. T
Anthony - 21 Aug 2008 01:30 GMT

Signature
Anthony Ippolito
Providing Architectural Drafting & Design
For Over 40 Years
ippolitoa@bellsouth.net
> I'm looking at a piece of property for a building site in Western
> Wisconsin.
[quoted text clipped - 13 lines]
>
> Curly