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Week 1 - Breaking ground


Our groundworkers arrived on site as promised on the Tuesday after Spring Bank Holiday.   Raining all day of course!  Though tbf it’s fairly light rain.  They made a good start removing a concrete slab left over from a long-demolished, clearing the oversight and creating a temporary spoil dump site on the paddock.

 

Three issues this week:

 

An unexpected armoured cable is discovered on day two - our groundworker Marcus is unsurprisingly cautious.  Quick call to our electrician Nick.

 

Nick thinks it’s probably the a redundant feed from the neighbouring house to what was their workshop - should be fine. He comes to inspect it and concludes it is dead.  We explain that the groundworkers have asked him to cut it if it’s safe to do so.  “You want me to cut it?” he asks, slightly incredulously. Yep.  Nick angle-grinds through the cable - cable is dead, electrician is still alive - problem sorted.

 

Second issue: We found out on Thursday that the Building Inspector unexpectedly wants a “Structural engineer to design depth of foundation due to clay soil and the nearby oak tree”.   Both our architect and groundworker expected that the BI would be happy to agree the foundation depths based on the NHBC tables. But no, the BI is no longer allowed to do that he says.  So, we are in a hole so to speak but just not sure how deep a hole...

 

A rapid scrabble to find a SE who is able to help and help quickly, as we want to dig the trenches next week.  On Thursday we got hold of a chap we used for another project 15 years ago - he thinks he could help in short order.  We await a result.

 

Third issue: We had hoped to keep the existing timber double garage for the duration of the build, for storage through the build.  But the groundworkers are worried about access and off-loading our beams for our B&B floor. The timber frame and window companies also think the space is very tight.

 

I conclude the garage will have to come down - now.  It was a mistake on my part to try to keep it; we could have dismantled it carefully during the ‘phoney war’ ahead of construction proper. Annoying.  Fortunately our PP includes demolition of this garage so, we are fine on that front.

 

Our chippie knows someone who may want it and will dismantle and remove for nowt at their expense, hopefully in the next two weeks.  Failing that the groundworkers will knock it down with a digger, but it would be a shame not to recycle it.

 

Edit: The SE has come back with the foundation calculations over the weekend (what a hero!) so we should be all sustems go for digging the foundations next week.  Hurrah!

 

Pre-start "One day my son, all this will be yours"

 

IMG_1338.jpeg.d289563054adfb76e482b0ac7f41899a.jpeg

 

Making a start.  In the rain obvs:

ReolinkGoPTUltra-20250527_140922.jpg.1c429213b3097c73b35aeec63a675d57.jpg

 

 

End of week 1.  Happy with that!

ReolinkGoPTUltra-20250531_092251.jpg.fc175f327896da446452116d1aa01c27.jpg

  • Like 3

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Oz07

Posted

Why can BI not use foundation tables any more? We're the SE calcs similar to the tables. Presumably you didn't get a plasticity test on soil?

Benpointer

Posted

Not sure why the BI can't use the tables any more but the SE was more cautious than the NHBC tables, see below.  

 

image.png.d63bb6eca3b35ef7b0697b927ad62313.png

 

We haven't done any plasticity tests - was hoping to avoid the cost, which I guess we have done.

  • Like 1
Oz07

Posted

It's getting worse this red tape what's the point in tables if they can't be used! I'm assuming some research actually went in to producing those tables and it wasn't just some random nhbc bod sticking his finger in the air

Benpointer

Posted

10 minutes ago, Oz07 said:

It's getting worse this red tape what's the point in tables if they can't be used! I'm assuming some research actually went in to producing those tables and it wasn't just some random nhbc bod sticking his finger in the air

More likely sticking his spade in the ground surely? 😉

G and J

Posted

5 hours ago, Oz07 said:

Why can BI not use foundation tables any more? We're the SE calcs similar to the tables. Presumably you didn't get a plasticity test on soil?

Presumably using the tables is tantamount to giving advice.  
 

@Benpointer Do you need a demo notice?

Benpointer

Posted

15 hours ago, G and J said:

Presumably using the tables is tantamount to giving advice.  
 

@Benpointer Do you need a demo notice?

Demo notice??   Thinks... are we planning a demonstration?  Ah, a demolition notice, for the timber garage (nothing else is coming down)... 

 

Eeek!! 

 

The council website says:

"Exempt work
No counter notice is required for the following work:

...
a greenhouse, conservatory, shed or prefabricated garage forming part of a larger building"

 

I'm classing the timber double garage as prefabricated, so I'm going to assume not.   But good shout.

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