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Posted by Michael Bulatovich on February 9, 2007, 8:28 am
> >
>>
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>> > My wife and I are getting ready to build a 4-module Terra-Dome style
>> > underground house. It will be bermed on the north and on the east,
>> > but open on the west (the driveway side) and to the south. We will
>> > have approximately 3 feet of dirt on the roof.
>> > The site is on a relatively level surface. We will berm after
>> > construction.
>> > I know how to calculate the volume of dirt I need for roof, but since
>> > I'm unclear on the slope that I can get away with on the east and
>> > north sides of the house, I need help in calculating that. I'd like
>> > to order the dirt delivered and have some of it onsite prior to
>> > construction, just because it'll be difficult for the dump truck to
>> > get behind the home after it is built. I'll be using either a dozer
>> > or front-end loader to actually move the dirt up next to the house
>> > afterwards.
>> > Anyway, can someone tell me the degree of slope that you've been
>> > successful with, and also can anyone help in telling me how to
>> > calculate the volume of dirt that I will need?
>>
>> > PS. Yes, we are aware that a western exposure isn't energy
>> > efficient. However, due to practicalities, this is what we have.
>> > However, we are planning a reasonably sufficient overhang, as well as
>> > some trees and bushes to deal with the western sun.
>>
> As for slope, I don't remember what it is in degrees, but you can pile
> dirt steeper than you'd want to mow the lawn that will grow on it.
> Look around at slopes in your area and you'll get a sense of what's
> possible/practical. There is a building code dealing with sloped dirt
> next to a lot line, but I don't remember the degree of slope they
> allow you to have without a retaining wall. Like I say, It's pretty
> steep (50% slope maybe?). As for calculating volume, if you have a
> sloped pile of dirt, just estimate the size of a rectangle that is
> equivilant in area to the cross section of your dirt pile, and
> multiply by length, etc.
Marson is bang on target, with the caveat that different "soils" have
different angles of repose. The local municipality might have grading rules
you will have to follow.
I'm curious, since I played with these kinds of structures a long time
ago...can you post drawings of your project? Everything old is new again.
--
MichaelB
www.michaelbulatovich.ca
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