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Subject Author Date
Crawl space excavation Ivan Vegvary 03-20-2007
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Posted by on March 20, 2007, 1:59 pm



>Need to dig out crawl space. Approximately 30' by 50' area. At present it
>is about 4" deep. Want to dig down to 42"...

Like, 30x50x42/12 = 5250 cubic feet of soil?

>... I need clever ideas on how to drag the dirt out.

How about a 5-gallon bucket (about 8000 trips) hanging from
a roller attached to a movable overhead rail?

A friend of mine deepened his crawlspace with dynamite.

You might try a shaped charge :-)

Nick


Posted by Ivan Vegvary on March 20, 2007, 7:58 pm



>
>> Isn't it possible to install a rented belt-conveyor?
>>
>>> Sorry, also cross posted to alt.home.repair
>>>
>>>
>>>
>>> Need to dig out crawl space. Approximately 30' by 50' area. At present
>>> it is about 4" deep. Want to dig down to 42" and lay down a moisture
>>> barrier, put in vents, level house etc. Can't go any deeper due to high
>>> water table. The digging is very easy (sandy loam), but I need clever
>>> ideas on how to drag the dirt out. I have dug down 8 feet along side
>>> the house and can access it with my small tractor/loader. I need ideas
>>> of how to pull/push/drag/roll etc. all of this dirt over to the edge of
>>> the house and drop it down to my waiting tractor. Wife can help a
>>> little so maybe roller conveyers with ropes so I can send her a load and
>>> pull my pan back to where I am digging? Maybe throw the slough on a
>>> tarp and winch it out?
>>>
>>>
> After the first week, you'll curse yourself- this is a massive amount of
> hand labor. Do you have a good engineering design for the new foundation?
> If the dirt is that soft, you'll have to hold back from the existing walls
> a couple of feet to keep existing foundation from collapsing.
>
> Proper approach to this project would have been to jack the house, even
> just a little bit, and support it on needle beams and external cribbing.
> Then you could put in a proper foundation footer system and 42" crawl, or
> even a real raised basement with proper drains to handle high water table.
> If your 8-foot-deep access pit isn't holding 4 feet of water in the spring
> thaw, water table problem might not be bad as you think.
>
> Bottom line- you need a qualified engineer to do a site survey. If you
> just seat-of-pants it, you could easily end up with a worthless house.
>
> aem sends....
Thanks for the advice. I am a licensed Civil Engineer. I have already dug
around the entire perimeter and installed 24" reinforced concrete footings.
Wish I could jack the house up but there is another 1200 square feet
attached that is on slab. Would be very labor intensive to alter the stair
cases and separate the two halves of the house. Easier to dig in situ.

Thanks



Posted by BobK207 on March 20, 2007, 9:18 pm


>
>
>
>
> >> Isn't it possible to install a rented belt-conveyor?
>
> >>> Sorry, also cross posted to alt.home.repair
>
> >>> Need to dig out crawl space. Approximately 30' by 50' area. At present
> >>> it is about 4" deep. Want to dig down to 42" and lay down a moisture
> >>> barrier, put in vents, level house etc. Can't go any deeper due to high
> >>> water table. The digging is very easy (sandy loam), but I need clever
> >>> ideas on how to drag the dirt out. I have dug down 8 feet along side
> >>> the house and can access it with my small tractor/loader. I need ideas
> >>> of how to pull/push/drag/roll etc. all of this dirt over to the edge of
> >>> the house and drop it down to my waiting tractor. Wife can help a
> >>> little so maybe roller conveyers with ropes so I can send her a load and
> >>> pull my pan back to where I am digging? Maybe throw the slough on a
> >>> tarp and winch it out?
>
> > After the first week, you'll curse yourself- this is a massive amount of
> > hand labor. Do you have a good engineering design for the new foundation?
> > If the dirt is that soft, you'll have to hold back from the existing walls
> > a couple of feet to keep existing foundation from collapsing.
>
> > Proper approach to this project would have been to jack the house, even
> > just a little bit, and support it on needle beams and external cribbing.
> > Then you could put in a proper foundation footer system and 42" crawl, or
> > even a real raised basement with proper drains to handle high water table.
> > If your 8-foot-deep access pit isn't holding 4 feet of water in the spring
> > thaw, water table problem might not be bad as you think.
>
> > Bottom line- you need a qualified engineer to do a site survey. If you
> > just seat-of-pants it, you could easily end up with a worthless house.
>
> > aem sends....
>
> Thanks for the advice. I am a licensed Civil Engineer. I have already dug
> around the entire perimeter and installed 24" reinforced concrete footings.
> Wish I could jack the house up but there is another 1200 square feet
> attached that is on slab. Would be very labor intensive to alter the stair
> cases and separate the two halves of the house. Easier to dig in situ.
>
> Thanks

Good to see you're a CE but what do you plan to do with the ~200 yds
of dirt?

~ 3000 tons

That's ~8 "double dumps"

btw I've done the shop vac "moving sandy soil / damp sand" experiment

medium sized shop vac ~10 gallon........ soil removal rate ~ 1gpm

so you've got something on the order of 650 hours of vacuum
time.....not including time to empty & dispose of the dirt.

We're taking about ~100 days of vacuuming (if you can keep at it for 6
hours per day) Even if I'm high by 2x .....still 50 days of
vacuuming!

Consider contracting with a vacuum excavator.

Your new footings are 24" wide? How deep?

I hope they go below your intended excavation depth.

cheers
Bob


Posted by Steve Barker on March 20, 2007, 9:44 pm


A yard of dirt is only about a ton damp, and he's only talking about roughly
166 yards. So it's considerably less than your mistaken math.

--
Steve Barker

YOU should be the one
controlling YOUR car.
Check out:
www.lightsout.org




>
> Good to see you're a CE but what do you plan to do with the ~200 yds
> of dirt?
>
> ~ 3000 tons
>
> That's ~8 "double dumps"
>
> btw I've done the shop vac "moving sandy soil / damp sand" experiment
>
> medium sized shop vac ~10 gallon........ soil removal rate ~ 1gpm
>
> so you've got something on the order of 650 hours of vacuum
> time.....not including time to empty & dispose of the dirt.
>
> We're taking about ~100 days of vacuuming (if you can keep at it for 6
> hours per day) Even if I'm high by 2x .....still 50 days of
> vacuuming!
>
> Consider contracting with a vacuum excavator.
>
> Your new footings are 24" wide? How deep?
>
> I hope they go below your intended excavation depth.
>
> cheers
> Bob
>



Posted by Ivan Vegvary on March 21, 2007, 5:26 pm



> wrote:
>> A yard of dirt is only about a ton damp, and he's only talking about
>> roughly
>> 166 yards. So it's considerably less than your mistaken math.
>>
>> --
>> Steve Barker
>>
>> YOU should be the one
>> controlling YOUR car.
>> Check out:www.lightsout.org
>>
>>
>>
>>
>>
>> > Good to see you're a CE but what do you plan to do with the ~200 yds
>> > of dirt?
>>
>> > ~ 3000 tons
>>
>> > That's ~8 "double dumps"
>>
>> > btw I've done the shop vac "moving sandy soil / damp sand" experiment
>>
>> > medium sized shop vac ~10 gallon........ soil removal rate ~ 1gpm
>>
>> > so you've got something on the order of 650 hours of vacuum
>> > time.....not including time to empty & dispose of the dirt.
>>
>> > We're taking about ~100 days of vacuuming (if you can keep at it for 6
>> > hours per day) Even if I'm high by 2x .....still 50 days of
>> > vacuuming!
>>
>> > Consider contracting with a vacuum excavator.
>>
>> > Your new footings are 24" wide? How deep?
>>
>> > I hope they go below your intended excavation depth.
>>
>> > cheers
>> > Bob
>
> Steve-
>
> Oops!
>
> My arithmetic is fine but my reading needs a little work.........
>
> I read he was digging another 42" but he's digging down to 42", which
> is really only another 38".
>
> So I calc'd 194 yds & rounded up to 200.......at 38" additional dig
> its 175 yd
>
> the ~3000 tons was a slip on the keyboard (an extra zero) & no proof
> reading should have been 300 tons
>
> clearly 3000 tons cannot fit in 8 double dumps!
>
> I used a guessed estimate of 100 pcf for soil weight (2700lb / yd)
>
> Researching density of sandy loam gives 80 to 90 pcf. I think your
> number of 74 pcf is a little light.
>
> So my arithmetic is fine, its the input assumptions & my typing that
> need a little work.
>
> Independent of the exact (real) numbers ~200 tons he's still facing a
> job that will take many days if done hand.
>
> cheers
> Bob
>
Old, old Mechanical Engineering textbooks indicate that one man can load 1
cubic yard of loose dirt in about 45 minutes on a continuous basis. Because
of my constraints I am assuming it will take about 2 hours per cubic yard.
That includes running the Kubota to the back acreage for disposal. Maybe I
can lose most of my excess weight?

Thanks,
Ivan



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