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Does anyone run another business? Or not do tree work full time?
JonnyRFT replied to Cordata's topic in Business Management
Yes, tree consultancy and root exploration mainly. -
Does anyone run another business? Or not do tree work full time?
JonnyRFT replied to Cordata's topic in Business Management
I run a few businesses while working full time. I’m predominantly an employed consultant most of the time, but on the side I run a small outfit with the Avant even though that’s pretty much been knocked on the head now. I also own a farm which works with charities and schools around animal centred wellbeing. I also do caravan collections/deliveries and other towing jobs with my truck. I have just set up another consultancy business to mop up some more local domestic work. None of my businesses brings in work everyday on their own, but collectively keeps me busy. -
Professional arboricultural consultant. Email: [email protected] Website: www.rootedsolutions.co.uk
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It depends on soil structure and foundation depths. If you’re worried about the roots physically damaging the foundations, then I wouldn’t worry too much as they’ll most likely to deflect when they reach a hard surface. Only if there is a pre-existing crack with a source of moisture, will they exploit it. I’d check SoilScapes for a general idea of your soil structure, and then refer to the table of figures relating to the tree’s zone of influence within the relevant section of NHBC guidance (I think it’s 4.2 from memory). If the soil is clay, then there may be some subterranean movement, however, it doesn’t automatically mean it will damage the property. If you have no issue with the property so far, considering the overall size of the tree, then I would be confident that you won’t see many (if any) issues. In terms of robustness, as mentioned, there are prone to failure under load (snow, wind etc)
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Do it!!! Now my starter culture is a lot stronger, I find that I can cut a few corners without spoiling the loaf. At first I had make levain and autolyse and get the hydration ratios just right. However, I can cut those steps out now and I just pour in un-fed discarded starter into the flour and water and I’m still getting the same results providing I’m leaving the dough to proof overnight as it takes longer to rise.
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I hadn’t thought about using coffee grinder, but it makes sense. I take it, it works well to grind into flour?
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I’ve joined a Sourdough forum so I can get mid-life crisis out of the way early, and I’ve seen people who mill their own flour. Certainly seems like a lot of effort but apparently the quality of the bread is incredible. I’ve just signed a long lease for 4 acres of land where I’m starting a permaculture farm in the new year and I will definitely be growing my own wheat to try it out.
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I’ve been rumbled
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Funny you should say that… Here’s the front of my house
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I’ve recently been into making Sourdough bread. It’s surprisingly fun and addictive. I’m supplying my neighbours with all the excess loaves while I’m practicing. I got a little jar of Starter Culture from work as an early Christmas present. It’s one of those gifts in which I was going to give it a undignified death in the back corner of my fridge. However, I thought I’d give it go and make some bread. I was awful. Which I think spurred me on to make better loaves. I’m getting pretty consistent in making light, fluffy, well risen examples which I’m pretty proud of. I don’t know what has happened to me…
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Question for the consultants/surveyors on DBH measurements
JonnyRFT replied to Steve Bullman's topic in General chat
Measure the stem just below the union. Doesn’t always have to be 1.4m from gl if there’s a stem to measure. -
Twistedhicap has covered most of it. The vapour barrier is the most important thing though. Also, If you end up using a glue adhesive, I recommend the following…it’s awesome. Sikaflex®-291i | Interior Sealing GBR.SIKA.COM Sikaflex®-291i is a non-sag 1-component polyurethane sealant specifically developed for the...
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The company I’m with at the moment did a lot of the preliminary Eco and Arb surveys prior for large housing developments. I was involved with quite a few when I first started. Interestingly, only single dwellings/developments seem to come through. I hadn’t given it much thought until I read this post. We mainly focus on large scale utilities now.
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A survey with camera footage should be the first thing you would need to see. If it’s roots ingress, it’ll likely be the finer roots that can be blasted away by high pressure water. The pipe can then be internally sleeved, in situ, without any excavation whatsoever. Also, root ingress normally occurs to already damaged pipes.