G and J

I’d have used the blower to communicate person to person, but hey, it’s your project.

If our experience is anything to go by the BCO will simply ensure the SEs design is followed.

We start the week with the latest quandary: how to show the warranty surveyor enough trenches so he can confirm he’s seen 50% of them. He saw some last week and if we dug the rest of them then that would add up to enough. However, if we did that we’d have a massive issue with spoil and we would not get the concrete lorry on to pour, so it would be barrows. Apparently pumping is an option, but we’d need to close the road which is a lot of cost and a great deal of time wasted. So, my Monday morning starts with red eyes from pointless endless ‘loop’ worrying instead of sleep, and the morning on site starts with a replan. The only way to do it appears to be to dig about two thirds of what remains, piling the spoil on the already done foundations, then let the surveyor see the newly dug trenches, then fill that and then next day (yes, this plan extends everything by at least a day) we pull the rest and pour on the final day. This involves lots of wasted time shunting piles of soil around - we can’t have a grab lorry on the road due to low wires, but we can have one on site once we’ve filled the trenches and they are thus stable. All the grab lorries are reserved for Kev the Dig’s last day. Now the issue with this is it mucks up our warranty inspections, (but not our BCO inspections as that one is in the bag already). So it’s on the phone to the warranty provider to seek guidance. Their response to my barely suppressed panic was reassuring and sensible: I’m to take more pics than David Bailey and show the surveyor as much as we can. I resumed normal breathing. But then - “Oh, and by the way, the surveyors report mentions removing roots round the trenches.” Yep, he mentioned that and I have done that I happily said. “And remove the shuttering too.” Another Roy Schneider moment. This is becoming a habit. Apparently this report was written before the surveyor went on holiday, i.e. before we poured any concrete. When, if it had been mentioned in the ‘roots’ phone call, we would still have had time to do that. Panic factor 8 Mr Sulu. Again, a reassuring and sensible response helped me calm down, for which I am grateful. We agreed all shuttering would be removed from the rest of the foundations, and advice would be sought but something low risk like that will be fine, the nice, calm voice assured me. I need to get lots of pics sent in to complete that bit, but it sounds like it’s ok. Phew. So then we finally got on with the dig. Lots of spoil shunting, a few little bits of soft ground to be dug past. A stern lecture (not needed, but kindly meant) from Kev the Dig about not going down a 1.4m deep trench as the sides were just too crumbly, and we were ready for our inspection. The surveyor arrived on time, and was happy and relaxed. Stayed a good few minutes this time (we were his only call that day as it was supposed to be a first day back and in the office day), talked through what we were doing. In response to the shuttering we left in he commented “oh that’s ok”. All that angst. Sigh. He appeared happy with all that he could see, noted that I was talking to the warranty provider peeps, so him being happy is the main thing. So we got on with pour #3 and removing the shuttering. The forces involved in pulling out a piece of 4’ by 8’ ply, even when less than half of it is in the concrete, is staggering. Kev used his digger to pull them out by the rope loops we had attached, but even then it was a struggle and only achieved by wiggling his bucket. Next day, we dug out the rest of the foundations, dumping the soil on the previous day’s pour and then lunchtime we poured #4. Bit of a moment when the digger severed the temporary site water pipe that some idiot had dug in and forgotten. Fortunately when I did that I had used the stopcock at the water meter so I knew it worked and the flow was quickly stemmed. Interestingly, after all my panicking this was the first instance where Steve and Kev showed significant concern and were moved to move rapidly. I guess water mixing with sand makes good castles but poor trenches. I simply don’t know enough to panic about the right things. That overcome the rest of the day went to plan, so we finished the foundations. Four tranches of trenches. Finally, a full set. Thursday was spent moving spoil to the front of site for 5 loads of a 16 ton grab lorry to be removed, and that still left some. Including the previous loads well over 100 tons of material gone by grab, all for a little three bed detached on a diddy site. Staggering. Next week we will hopefully get the invoices and we’ll find out if day rate did save us money. Fingers crossed. Next job is below damp blockwork and we’d planned ahead a delivery (meaning Steve had told me to book one days before) for Friday morning, first thing, so I could bump out and be ready for Steve to start blockwork Tuesday. At one point it had looked like we wouldn’t be ready for it so out of courtesy I warned the builders merchant and agreed I’d confirm by 17:00 the day before. Big mistake. Huge. Waited all day and despite reassurances over the phone no delivery. They finally admitted it would be there mid morning Tuesday. Visit to builders merchants for a ‘robust and direct’ discussion, which at the time felt pointless, as the rogue agent had absented himself, so there was a danger I might be shouting (I didn’t shout, but you know what I mean) at peeps who were already on my side. So instead I shared, in a measured way, both my feelings and the knock on effect on the project. Ten minutes after leaving there I got a call to learn that miraculously they had found a way to deliver Saturday morning, which they did. We aren’t allowed to work Saturday afternoons, Sundays or bank holidays so only a small proportion has been bumped out ready, but it’s a start. But the lesson is be careful with courtesy. In the everything at the last minute, think only seconds ahead building world giving someone a heads up that a delay might happen then sets that delay in stone. Won’t be doing that again. Far better to cancel at the last possible second and try not to feel bad about mucking peeps around. It appears that some won’t worry about how much they muck me around. Overall, in the end, despite my gripes it’s been a good fortnight. We aren’t completely out of the ground yet as we still don’t finally know how deep we need to dig down to ensure our solid floors are indeed solid, but the worst is definitely under us. Might even get some sleep now.

Phone up your CIL team and ask for their guidance. We did and they’ve been lovely even though they were erroneously given notice that we’d started when we hadn’t and the paperwork hadn’t been done. They are highly likely to be dealing with belligerent, ‘everyone is out to get me’ shouty types every day who really would do almost anything to avoid payment. We’ve found that despite me being anxious being nice really helped. Good luck.

Kinda cosy down there. Today we ended up digging down past some soft stuff and even though I'm really tall (when laying down) the top of the trench was above my head height. Rather an odd feeling. But trying to dig out corners past a bunch of struts definitely isn't fun. I think the other two found the swearing amusing though!

Indeed, this as well

From the depths of the memory,but pop the question into google and you will see lots of references to it being the case as long as you either have planning or permitted development rights

For us no planning condition, but AWA won't sign off a straight reconnection. Any proposal needs BC to approve and BC won't sign off unless AWA happy. Size of (urban) plot restricts available space for soakaway /strorage tanks etc so likely to end up with some king of hybrid system, where some goes to drain.

Smaller property, but same issue.....bungalow was a combined system, replacement dwelling does not (Anglia Water) have automatic right to reconnect, a bit of a dance going on at the moment as to solution.

Clearing the site… (Last weekend I didn’t think there was enough for a blog entry. But this weekend, after a week and a half at groundworks it turns out I had more in my head to clear out than I realise, so it’s a bit longer than expected…) After the grunt and sweat and fatigue of manual demolition it felt like one big ‘Hurry Up -Wait!’, the wait partly imposed by Steve (semi retired builder) being on holiday. The plan was to start groundworks at the beginning of May when neither Steve or Bob (structural engineer) were on holiday. We had a window of nearly two weeks between Steve’s return and Bob going on the 12th of May. But events transpired so we ended up with Kev the Dig starting on site on the 7th. The best laid plans and all that. Steve has a 1.5 ton digger, and he and I could have done the lot, albeit more slowly than we have. But our party wall agreements and our site insurance all required “experienced (tick) and insured (cross) contractors”. So I’d cast around for recommendations and ended up with just one recommendation, Andy the Boss and Kev the Dig, so I got a quote from them. The cost was one of those ‘Roy Schneider’ moments, from Jaws as he sat on the beach and while the camera zoomed into him and the background got further away. But it seemed like we didn’t have a choice as we didn’t want to just google random dudes. So throughout the demolition we had this big looming cost slowly trundling towards us in my mind. Demolition was all consuming, not because of what it was so much as the sheer full on-ness of it, the constant intoxication of elation and fatigue. And that meant I put insufficient time into looking at alternatives, even though we are ‘cashflow challenged’ in getting to watertight. Over and over again I’m learning that the building world takes ‘just in time’ to the ultimate limits. Days before we are due to start I suddenly get given several recommendations of good guys who will happily work day rate and so I arrange to meet some on site for them to have a look so I let Andy the Boss know that we simply couldn’t afford it. Turns out being dead straight with peeps (which in fairness is always our intention) does pay. One quick phone call and it went from me saying “really sorry we can’t afford you” to “yes we understand the risk of day rates but we are really happy to work at those day rates”. So on the 6th Andy the Boss and Kev the Dig turn up with a 2.5 ton digger. Next day Kev the Dig and I start pulling up concrete and scraping off the site. I say “and I” in a kind of loose, hanging round on site, tidying up a bit and wondering what exactly I should do, sort of way. I wasn’t really needed most of the time. I did dig to find the sewer pipe a couple of meters in from the road, cap it off and note position. Will be interesting to see if I can easily find it again. We discovered some bigger than expected lumps of concrete, which Kev dealt with by lifting one end up and dropping them. Later one of our neighbours shared the fact that they could feel those bits happening as they sat at the far side of their house. Scary. Kev suggested we take some of the big heap of stuff we’d saved for floor make up (which I’ve learned to call “crush”) and spread it at the front of the site as a sort of parking/lorry bearing area. Damn good idea, I should have thought of that. So I did have a role to play. My role was from time to time to say “yes Kev”. At least it made a change from “yes Steve”. Kev was very considerate to the neighbours, stopping when he noticed excessive dust being created and sending me round to conduct neighbourly relations. And our poor, dust covered, deafened neighbours continued to be rather brilliant and tolerant. Another example of how fantastically lucky we have been. Thursday lunchtime saw Kev suggest, politely, that I was in the F way (technical term), and that he’d be quicker if he could shut the fencing and not constantly be checking that he wasn’t about to flatten anyone. So I went home and in truth not being on site that afternoon or the day after as Kev did his thing was tough. But when J and I went to site on Saturday it turned out that the world hadn’t ended without me. Actual founds… On Monday Steve and I set out the profiles. What a whole new experience, and I found it a lot more stressful than I had expected. The implications of making a mistake just didn’t bear thinking about. Steve sighed and shook his head at me on a very regular basis but we eventually got there. Then Tuesday Kev the Dig was back, so we started digging in the north east corner. Exactly as indicated by the test holes we hit good ground just below the surface, excellent for our shallow founds. Then the digger straddled that trench to do the south eastern corner. Soft ground. Damn. We at first thought we’d just hit a soakaway, and we did pull out bits of concrete and pipe. We had no choice but to fill in the north eastern corner trench again and get seriously stuck in to the other rear corner. We went down about an extra 600mm, which in the scheme of things is not that huge, and the soft bit was less than two meters long though of course one digs more than that to make sure. So it’s at this point that the warranty surveyor turned up. I’d requested that they attend the next day but they had staffing issues, and as I had previously agreed with the lead surveyor that they’d work partly off pictures if need be, I agreed an inspection as late as possible on Tuesday afternoon. That turned out to mean 12:00, as he had to get home (two hours drive) to pack for a holiday. Sigh. At this point we’d dug about 7.5m of our circa 72m (linear) foundations. His only comment was that he thought we’d need another inspection. He was on site about 10 minutes, and I learned more about his impending trip to Turkey than he did about our build. I got a call from him that evening confirming that I’d need another inspection and that we should cut off the little ends of roots that we’re sticking out of the first few inches of topsoil around the trenches. Roots in the trenches I could understand being a concern, but hey ho, just say yes and try and smile. Anyway, not long after that visit our BCO turned up, also early. But oh, how different. In a lovely way he gently interviewed first Steve then Kev the Dig. I can easily imagine many don’t realise he is interviewing them. He didn’t need to interview me, he didn’t need to. From previous phone calls he knew what a well meaning numpty he was dealing with. We talked about the soft ground we’d found and what we’d done in response; I talked him through the overall project; we talked through the drainage plan (which as a result needs to be redone); we talked through how we had managed and continue to manage risk to the neighbours; and we talked through the floor build up and the placement of insulation and DPM. And it appeared we passed muster. Most pleasing, our founds have BCO approval. The rest of that day passed in a blur of digging and moving spoil to the front of site ready for a grab lorry next day. As part of that we found an unexpected big lump of concrete underground, half of which needed gunning out. I lay awake thinking about the build sometimes, well, mosttimes. That night it occurred to me that during all that shenanigans we’d not rechecked the exact location of the founds. Our outside edges are 900mm wide with the walls placed very near the edge. That means that the placement of those founds is critical - kind of a tolerance of +50mm/-0mm type of thing. Next morning at site I annoyed everyone by checking. 100mm out on the deep bit, less further along which could thankfully be sorted with the digger, but not the deep bit. Oh. So, with a pour booked for the afternoon and Steve and Kev fully employed digging ready for that I searched the employee list for a mug to pop down the 1.4m trench, remove the shuttering on one side and manually spade off 4” and shovel that spoil out all in double quick time. The options were somewhat limited. It was either me or me. That’ll be me then. And after that it was my turn to attack the big lump of concrete with the breaker after Steve had done the first half. Tough morning. But the humour helps, as illustrated by the message Steve sent J. Humph. Getting that done, getting all the stop ends done ready with starter bars, etc. was more time consuming than we had allowed for. But it was ok, I was in control, it was agreed that I would call when ready for the concrete lorry. Only it transpired that Kev happened to be on the phone to Andy the Boss and he told him we were ready for concrete far earlier than I would have done. Massive stress and much gritting of teeth and we did get there, but it was very touch and go. Not doing that again. Thankfully J was onsite to instil a little calm and perspective. And to keep Steve chatting when I needed him to accompany me in running round like a headless chicken (and help me get the stop ends right!). The thing is Steve knew it was all going to be ok, and that I was panicking over nothing. Shame I didn’t! The pour itself was über manic. It was agreed by a majority vote that I was to be in wellies in the trench removing props. (Steve and Kev voted for it to be me, i.e. not them). It’s a bit like an old black and white army film comedy where they ask for a volunteer and everyone but the prize idiot takes a step back while the officer looks away. I had no idea concrete could move so quickly. Struts I had hammered home with every ounce of strength simply slipped out of position as the concrete pushed sideways, but then had to be instantly grabbed and thrown out before being enveloped and lost forever. Down the 1.4m bit was the worst by far. Definite feeling of peril, even though all I would have had to do was stand up and let the guys pull me out -so only my wellies were in any real danger of being entombed, but still a bit scary. So next day I quietly ensured that all accepted that the next phase would be less stressy and better controlled. First diversion from my plan was the ply shuttering. Earlier in the process I’d asked about its removal and was told it was up to me, it could be left there but we could remove it if I preferred. So when I asked if our first job was ply removal I was told that it was too late, if it was to come out it has to come out straight away. Another Oh. Second diversion was another soft bit, opposite the first one indicating that there appeared to be a seam of soft stuff running across the rear of the houses, perhaps thats why they are where they are, to avoid building over a small brook. Either way we dug past it and ended up with a mirror of the other side. This time I tied rope to the lowest struts. Not being down there for the pour again. In hindsight it’s entirely possible that I needn’t have been in the trench at all, but it was effectively a leg pull for the grockle. I did mention previously that the build process is so full of laughter! That evening a small bunch of Suffolkian (carefully how you pronounce that in polite company) buildhubbers met in the pub near our site. As I lead the 47 seconds long site tour (errr, here’s a filled trench, here’s and empty one, and heres some dirt) I realised that the only thing I had to show off was how close the pub was. The safety brief before entering site was longer than the tour - “you should all have hard hats, boots, hi vis and gloves on but you know that so it’s your own bloody fault”. Oh well. It was an interesting evening and I enjoyed my nachos. Because the concrete was ordered for 10:00 the next day we had ample time to prepare. Only to find that they couldn’t get to site till 12:00. There’s one thing more stressy than being tight for time for a pour, and thats dealing with two keyed up impatient builders for two hours with little that can be done. Between the first load and the second we needed to dig a small foundation linking the previous pour to the current one, with the concrete from today’s first pour held back by ply. That we did just in time (providing the stress fix that groundworkers appear to enjoy). That ply did have to come out to allow the two pours of the day to meld, and that took a surprising amount of force. After a late lunch with much planning talk, Steve set my homework (tidying, moving stuff, ordering), and even after that I got home a little earlier than usual, with two thirds of a set of foundations. Behind schedule but still pleasing.

Well I'm not going to. Whilst neither terms are purely scientific they convey concisely an issue which has relevance. @nod, I'm putting mineral wool in my timber frame stud walls. Inboard of that will be a vapour control layer (AKA an expensive and approved equivalent to airtight polythene). Presumably that will mean steam from indoors won't get there and won't get the wool wet. But humidity can come from outside too - so is it an external source of 'sweat' in a warm roof? In which case do I need to be worried about my walls?

UKPN required a much bigger box than needed. Ours cost about £550 and was just for single phase. Useful storage though, all that unused space…

We gave you the detail of our PWA experience (necessary on both sides) in your post regarding insurance. For us it was dealt with professionally and amicably and we were seeking agreement to demolish and rebuild all within a metre of the boundary.

PS. You will be relieved to know that we have finally poured some concrete. We went for a matt battleship grey colour in the end. With earthy coloured splodges. Rather chic I think. So tomorrow evening I can show off some concrete. As for eating why don’t we do what young peeps do nowadays? All just do our own thing and pay as we go. That way we can all sit and talk while peeps are at various stages of eating, and there’s no worries about tabs.

Gruel? Luxury! Real self builders pop to supermarkets at the best times to live off yellow labels.

Hi there, am I right i thinking that you are currently undertaking a build? If so, is it on this plot, and how were relationships with this neighbour throughout or are you building on another plot where you can reference how you have managed neighbourly relationships/boundaries etc?

My experience was a bit different. The first time I did it I found it very difficult to stop the rods crossing. The time lag thing is pertinent, abd I found that the slower I went the more repeatable the results. However, posting stuff asserting that divining works is more something I associate with peeps who smoke jossticks and crochet their own yoghurt. Not me at all.

Ah, see, we’ve been clever and we’ve put a green box in so it’s camouflaged. So ours won’t get tampered with. So no damn Roosky agents will steal our meter readings. Ha!

We’ve completely converted to ‘build time’. Basically we are getting up so stupidly early for me to get to site on time that we now consider 21:30 as a late night. So how about 19:00 at the Cherry Tree pub in Woodbridge. It’s a school night so shouldn’t be too busy. Our site is about 127.3 m walk from there so if anyone is interested we can go have a peek at some setting concrete. (Fingers crossed we get to pour some into our trenches by then!)

I needed to find a piped ditch to connect to in our garden. As a joke I grabbed two bits of stainless steel rod and found it within seconds. Turned out it was spot on. Gave me the collywobbles. Us hoomans should be more ready to accept that there’s an awful lot we don’t know.

Fine point sharpie it is then. I’m a big spender me.

I’ll cost up my ‘stick built’ plans and contrast. Once I’ve worked out how to build my nuclear war proof, 30 year expected life, base.

Rather naively, I assumed I’d be able to buy cable labelling sleeves on eBay or Amazon for nothing ha’penny. However, Ive drawn a blank. What does one use to attach labels to cables?

When we built in ‘91 we were constantly on a hurry up to stick to the plan, so nothing was labelled. A good few times since I’ve wished that I had labelled me cables. My aspiration is to label both pipes and cables. I wonder if I’ll manage this time round.

Love the idea of DIY passive style raft. I think you need fairly solid ground to base that on which would mean greater than a 1m deep layer of polystyrene - 25m3 of that would cost and take some doing and I think that means I’m back to pumping lots of concrete for the raft. The floating double layer wooden floor is definitely part of the plan though. I’d go for caberdeck type over OSB, partly as I won’t be carpeting.