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#1 Posted : 11 April 2006 09:39:00(UTC)
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Posted By Drew Shaw
Hi. First time post and hoping for some guidance.

Basically, we are about to repair a high voltage cable and whilst we've taken all necessary electrical precautions, we're a bit unsure as to when we need to look at shoring up a trench.

I've looked at HSE's guidance and it seems they (on purpose ?) don't mention a depth at which a trench should be shored up, which tends to lead you along the path of having to risk assess each individual instance on it's own merits.

I'm just wondering, is there a rule of thumb for trench depth ? Our trench (we think) will be around 1000mm - 1200mm deep and, maybe significantly, the guys who will be in the trench working, will be kneeling to make the new joints.

Cheers in advance.

Drew
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#2 Posted : 11 April 2006 10:18:00(UTC)
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Posted By Sally
Reason they don't give a depth is that so much can depend on ground conditions, weather conditions, etc. As you rightly say is down to risk assessment.

That said ANY excavation over 1.2m needs shored and from what you say yours will be that.

My advise would be that digging and shoring of trenches should only be done by those with training and experience and if your company doesn't have this you need to look at buying it in.
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#3 Posted : 11 April 2006 11:45:00(UTC)
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Posted By Jerry Lucey
Goodmorning Drew,

If your trench is between 1m and 1.2m you will need to take precautions. Excavations in excess of 1.2m require the appropriate inspection regime and sign offs. Fatalities can occur in excavation collapses in excavations of less than 1.2m and precautions should be taken with all excavations.

Even where ground looks sound this may not be the case and other factors such as weather conditions can play a part.

The precautions would consist of;

(1) implementing trench control, if this option is taken please ensure that trench control is adequate.

(2) the second option would be to have the excavation battered at 45degress which will eliminate the risk.

(3) all excavations should be protected to safeguard third parties e.g. members of the public.

I would tend to go for option 2 if you are unsure as you can easily inspect if the measures taken are adequate. The key however is to appoint a competent contractor to carry out the work.

Hope this helps.
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#4 Posted : 11 April 2006 12:24:00(UTC)
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Posted By Mark Talbot
I have no expertise in this, but my first H&S boss has, and he once told me that a cubic yard of average state earth weighs well over a ton (imperial ton) ... when wet that increases of course.

So, even if a collapse only half-fills an excavation, you can see that big risks are involved. No wonder we shore up at fairly shallow values.

If space permits, I like the 45 degree approach.
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#5 Posted : 11 April 2006 12:28:00(UTC)
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Posted By Frank Hallett
Hi Drew

I must agree with the first 2 respondants.

There are a range of training schemes out there that will provide various degrees of competence on many different types of trench shoring methods and one or more of those may be what you need.

If you cannot find anything directly suited to your type of trenching needs please feel able to contact me direct as I have recently been involved in putting a comprehensive trench shoring course together.

Frank Hallett
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#6 Posted : 11 April 2006 14:42:00(UTC)
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Posted By David M. Shearer
As well as the information given an easier way for, another effective protection way to protect personnel in trenches / excavations is to use "Trenching Boxes". These units can be lifted in and out by cranes or approved 360 excavators, remember the LOLER requirements for lifts.
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#7 Posted : 11 April 2006 15:41:00(UTC)
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Posted By Drew Shaw
Thanks to everyone for your views.

Since I posted this morning, we've been on site with our contractor and we're pretty comfortable about way forward. Got to say, it was good that the guy who'll be in charge of the dig brought up info that concurred with what you guys raised.

Turns out that he's going to grade the trench at 45 degress where the cable jointers will be working and cordon off either end to stop the jointers walking into the part of the trench which hasn't been graded. It's an MOD site within a secure fenceline so we dont need to worry about the public falling in but we're going to barrier tape along the full length on either side anyway as MOD police sometimes patrol nearby.

Cheers again.

Drew
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#8 Posted : 12 April 2006 15:25:00(UTC)
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Posted By Salus
Hello Drew, I have just read your thread, there are no given depths at which you should start to support an ecavation,if you have an accident you may have to prove that you took all neccessary reasonable precautions to prevent it from happening. The HSE will not do this purely because if they did, you followed their advice and an accident occured who would be liable? They just tell you to risk assess everything.

The worrying thing is that you seem to have been carrying out this type of work before without thinking about this(you may need to set up a hazard identification or risk assessment process).Is this something to do with the site being an MOD site?

Have you a company H & S policy?,you must have access to a competant person to provide you with health and safety advice.

I am not having a "pop" just trying to make sure that your company and / or it's employees do not get hurt or taken to court.

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#9 Posted : 12 April 2006 15:43:00(UTC)
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Posted By Drew Shaw
Salus,

First time doing this job so don't worry, we've not been doing repairs of this nature without giving due consideration for potential for collapse.

Yes we've a safety officer but whilst she's a safety professional, she (like most if not all safety officers) isn't a specialist in every single field and she'd have to go looking for the info. That's the reason I thought I'd get a jump and put up a post to get a few quick opinions. As it happens, it worked a treat ... within an hour or two I had a few sound bits of info, which when you consider we're hardly talking rocket science here, were more than sufficient for this particular task.

Cheers for your post.

Drew
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