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Digging a trench.

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JackButler
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PostPosted: 10:50 - 23 Mar 2020    Post subject: Reply with quote

IF (& I don't recommend it) you feel the need to skimp on the footings, then you should really put a geo textile down first.

You don't know what you doing, do you?
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Suntan Sid
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PostPosted: 10:57 - 23 Mar 2020    Post subject: Reply with quote

To set a level for the bottom of your trench.
You do not say what sort of level you have so I’ll assume it’s a laser, (it would be easier if you had a dumpy level and a proper measuring staff).

First of all you don’t need to be deadly accurate, +/- 25mm will be more than acceptable.

Mark out the centre line of the trench on the ground, some string and pegs will do.
Set stakes in the ground, just outside the width of the trench, at the corners and at intermediate points along the trench.
Site your level at a point where you can see all the stakes.
Centre the bubble on the level.
Using the laser, point it at each stake and mark the level of the laser on each stake.
Assuming you know how far below ground the footing must be, start digging your trench at the lowest corner and work from there.
As long as the bottom of the trench is an equal distance down from the datum marks you made it will be level enough!
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MCN
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PostPosted: 13:28 - 23 Mar 2020    Post subject: Reply with quote

One word.

Theodolite.
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Howling Terror
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PostPosted: 13:57 - 23 Mar 2020    Post subject: Reply with quote

One word.

Knackered.

People who aren't used to using a spade and shovel soon get knackered.
Most get blisters on inside of thumbs and across the palm.
Aching at base of back.

Do as doggone and Ste mentioned, oh and and keep your feet away from the mattock. Very Happy

Spade and shovel I hear you ask?

Think of the spade as a knife and shovel as the spoon.
Shovel is kinder to the back too.
Combined they can be used in digging deep narrow holes.

Spent too long on the wrong end of spade n shovel.

Don't get me onto digging bars. When Andy hit the 11,000v cable and it blew off the end of a 2" diameter bar leaving Andy 10ft away on his arse...Impressive as he's a solid sort of fella.

Oh another word.

mini-digger.

Wub
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Suntan Sid
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PostPosted: 14:18 - 23 Mar 2020    Post subject: Reply with quote

MCN wrote:
One word.

Theodolite.


Theodolite Total Stations were old hat 15 years ago!
GPS base station and tracker are where it's at now, man! Wink
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Riejufixing
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PostPosted: 14:33 - 23 Mar 2020    Post subject: Reply with quote

So plane tabling's right out?

Dear God, I'm glad I did not ask how to build a molehill, only how to get a level flat bottom in a trench.

I'll knock some pegs in and use a spirit level, sort of like your suggestion above.
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Howling Terror
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PostPosted: 17:32 - 23 Mar 2020    Post subject: Reply with quote

This is BCF, we aim to get at least 3 pages out of this quandary you find yourself in.
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MCN
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PostPosted: 17:40 - 23 Mar 2020    Post subject: Reply with quote

Suntan Sid wrote:
MCN wrote:
One word.

Theodolite.


Theodolite Total Stations were old hat 15 years ago!
GPS base station and tracker are where it's at now, man! Wink


Aye, ah know that.

But 'GPS Base Stations' isn't one word.

(Not even certain if our forum grammar Nazis would tolerate hyphenation for this. 🤔)

I wouldn't take the gamble with the karma ratings.
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Ste
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PostPosted: 18:11 - 23 Mar 2020    Post subject: Reply with quote

It wants to be vaguely roughly level so that you're not digging out more than necessary and so you don't need to mix an excessive amount of concrete but other than that, you just start digging.
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MCN
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PostPosted: 19:41 - 23 Mar 2020    Post subject: Reply with quote

Ste wrote:
It wants to be vaguely roughly level so that you're not digging out more than necessary and so you don't need to mix an excessive amount of concrete but other than that, you just start digging.


And stop when you can hear people speaking English with a fucked-up accent and calling each other Matey.
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Chuffin Nora
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PostPosted: 15:50 - 30 Mar 2020    Post subject: Reply with quote

- wrote:
How wide and how deep? a 5M x 6M building will have 22M of trench to dig out. At 1M deep, and 1M wide, that's 22 cubic metres.
A cubic Metre of concrete weighs 2.5 ton, so you'll need 55 tons of concrete.

Best of luck doing that with a bucket and spade.

You're getting your Ms and ms mixed-up, the upshot of which being that your calculations are miles out.

A pour show.
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Pete.
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PostPosted: 18:15 - 30 Mar 2020    Post subject: Reply with quote

- wrote:

How wide and how deep? a 5M x 6M building will have 22M of trench to dig out. At 1M deep, and 1M wide, that's 22 cubic metres.
A cubic Metre of concrete weighs 2.5 ton, so you'll need 55 tons of concrete.

Best of luck doing that with a bucket and spade.


Ahem - 5m x 6m footing at 1m x 1m square is 18 cubic metres of digging not 22 - unless you're going to dig the corners twice.
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Islander
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PostPosted: 20:13 - 30 Mar 2020    Post subject: Reply with quote

Have you thought about what you're going to do with the spoil? By the time it's out and broken up, you'll end up with about 1.5 times the volume of the actual excavation...

It was the single biggest problem I had when I put land drains in here and I've got a 1 acre field and the shoreline for disposal.

Oh and hire a mini digger. They're dead easy to drive, are great fun and you can get a lot done in a fairly short space of time. Do it by hand and it'll take you a lot longer than you think and you'll suffer. Laughing
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Ste
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PostPosted: 20:59 - 30 Mar 2020    Post subject: Reply with quote

Dirty Bertie wrote:
Over planning the completely irrelevant, whilst not paying attention to the basics is the OP’s motto.

What's your motto?
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Pete.
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PostPosted: 21:04 - 30 Mar 2020    Post subject: Reply with quote

- wrote:
Pete. wrote:


Ahem - 5m x 6m footing at 1m x 1m square is 18 cubic metres of digging not 22 - unless you're going to dig the corners twice.


That’s wrong too. The trenches will be 6M and 7M as the 5M and 6M walls will sit in the middle of them, not the outer edge. It was a quick guess to show it’s more than the OP realises. Let’s face it, they don’t need to be 1M wide, I was just using it to give an easy approximation.


They might, but it would be far more common to build the walls on the outside edge. 30yrs of experience demolishing such structures here.

You're right about them not being 1mx1m though. You don't see footings that big so often unless it's a rather large building. A single story would be less than half that each side normally.
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Diggs
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PostPosted: 04:00 - 31 Mar 2020    Post subject: Reply with quote

Lots of nonsense here. If the building is to be 5x6m it is unlikely to need deep strip foundations and (presumably) a suspended floor. Most likely it will have a concrete floor which will be formed by a slab on compacted hardcore. OP will need to dig out to 400mm minimum to allow for 250mm plus 150mm concrete. Roughly speaking this will need two skips, and filling two skips by hand will kill the OP so I predict him hiring a man with a Bobcat sharpish... O.P. will have to import 10 cu.m of hardcore which will also kill him. Unless he can pump his concrete he will need to carry and mix 5 cu.m on site, which if he is still alive by that point will finish him off for good... Methinks the O.P. does not understand what is involved 🤔
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Last edited by Diggs on 17:17 - 31 Mar 2020; edited 1 time in total
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Diggs
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PostPosted: 10:56 - 31 Mar 2020    Post subject: Reply with quote

- wrote:


Nobody yet has managed to explain why the fecking trench needs a perfectly level bottom surface


Construction takes place using horizontal planes, therefore in order to achieve the required depth of foundation and not use too much concrete, it makes sense for the bottom of the trench to be horizontal also. The bottom doesn't need to be perfectly flat, but the more level it is overall, the cheaper the build.
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