On Dec 26 2015 4:05 PM, Gene Heskett wrote:
> On Saturday 26 December 2015 10:45:14 EBo wrote:
>
> And Gene replied:
>
>> > "stem wall"? Not a term I am familiar  with, sorry. The front wall
>> > in particular, has the roots of a row of burning bush we planted 
>> too
>> > close
>> > pushing it inward, and that has caused a slight inward bulge 
>> halfway
>> > up
>> > the wall, crack width less than 1/16", but no water appears to be
>> > coming
>> > it from that.  Its all around the base of the wall, up to 3, maybe
>> > 4" above the poured floor. In any event, if we can keep the water
>> > pumped out, it will outlast us, at which point my kids can do
>> > whatever with it.
>> > Dee never had any of her own.  Its paid for & has been for nearly 
>> 20
>> > years now. One of the boys, recently remarried to a great woman, 
>> has
>> > been looking for a place in WV, and has even explored the
>> > possibility of
>> > getting a transfer to here as his employer has a terminal here in 
>> WV
>> > too.
>>
>> Stem walls go below the floor slab, and foundation walls go above 
>> the
>> slab.  I am used to having stem walls even with basements, but that
>> might just be the building codes back in NM.  (see
>> http://www.infoforbuilding.com/types-of-house-foundations.html)
>>
> I ran into that when I made the hole in the floor, and had to move my
> hole about 10" farther away from the block wall before I could go 
> deeper
> than about 6" below the poured floor. However, the open path into the
> sump makes a handy place to dump a dehumidifier bucket. :)  I had
> backfilled it with coarse gravel to about 4" below the floor, and 
> have a
> bag of hydraulic cement stashed dry, but haven't managed to find my
> round tuit & finish plugging it.  I'd have to move everything that is
> currently sitting on where the trench would go, and possibly demolish 
> a
> load bearing wall.

probably do not need to demolish a load bearing wall, but maybe punch a 
ole through it (or better yet, just under it) to run the drain pipe just 
under the footing.

> We'll see just how big a PITA it is till warm weather & make up our 
> mind
> about the next step then.  Frankly, I am in favor of drilling a well
> near the back wall, under the back deck which we should demolish &
> rebuild anyway, 12 to 16 feet deep, and installing a pump that
> discharges into a culvert leading to the river 3 blocks away as I can
> reach a gutter drain that goes there with 20' of 1.5" pvc, just to 
> keep
> the water table depressed.  Ideally, a windmill and an old pump jack 
> but
> code might have a dim view of that & it would just be the straw that
> broke the camels back come time to mow around it. So we'll likely 
> wind
> up paying for the electrickery to run it.

that and it will cause hell with the landscape around your house (trees 
more likely to die, etc).

> Thanks for the explanation.

You are welcome.  Hope it helps.

   EBo --

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