I can see with my eyes that its really flat though
Define "really flat" ? With all due respect, your Mark 1 eyballs cannot compare to a 0.02mm/metre level whan it comes to sensitivity for detecting a bow or twist on your lathe bed.
Does it matter if a machine is absolutely "level" ? Apart from that being a requirement (the first test actually) of the much quoted "Schlesinger tests", probably not. More important is that the use of the level indicates with great sensitivity whether or not the bed is twisted or bowed. And your Clarke bed will almost certainly be a 5 sided box & not solid, so it will be capable of being twisted (it would be capable of being twisted even if it were solid – it would just take more force to twist it).
A couple more examples :
A fitter had been struggling to bed the crossrail onto a vertical borer column – if you are unfamiliar with vertical borers, I have put a photo in an album on here (I think !). Basically a lathe sat on the end of it's headstock with the bed pointing upwards, the cross rail is the "saddle" & the part is cut with the equivalent of the compound slide on a standard lathe (the crossrail is clamped while machining & is moved to suit the height of the component).
The column was about 2 metres square section by about 4 metres long (high in normal operation), opened ended & hollow but extensively ribbed internally and had been laid on it's back on a couple of sleepers. I would guess it weighed about 5 or 6 tonnes. The crossrail (a hollow, ribbed casting) would have weighed a couple of tonnes – far too heavy to push on the blued-up column ways, so a pulley system had been rigged to pull it using the overhead crane. The (experienced) fitter had been on with bedding & aligning this for about a fortnight & I was asked to find out what the problem was. Turned out he was "chasing his tail" – couldn't get consistent results & didn't know why. First question I asked was had he levelled the column – no came the reply, something that big won't move, so didn't think it necessary & hence just placed it on two sleepers. Not convinced, I found 4 levelators (precision wedge type levelling blocks) & we set to and levelled the column. Two days later the job was completed – bedding / aligning had gone the way the fitter had expected due to consistent, repeatable readings from the now stable column casting.
A Butler Elagmill milling machine was sent to us for a rebuild & retrofit (basically re-machine the slideways, replace ballscrews & bearings etc. and rewire the machine with a new CNC control & drives). In the works (& before return to the customer) the alignments were repeatably within spec, but on site they could not be consistently demonstrated. The rather gung-ho fitter was all for breaking out his scraper and diving in, but the MD wanted a second opinion. Turned out the customer had moved the machine from it's original location (on a purpose installed foundation block) and had rag-bolted it to the factory floor. Unfortunately, the position chosen had put the machine bed across two concrete floor slabs & the machine moved whenever the gantry crane moved across the joint. When this was pointed out, the machine was moved back to it's original foundation, where it was then stable & we could show the same alignment results that we had seen before shipment (and with no further scraper action !).
With regard to my physical capabilities, be assured that I am no Schwarzenegger ! At 5'9" and about 12 1/2 stone & with both wrists having had carpal tunnel decompresion operations, I cannot bring a huge amount of pressure to bear on a spanner – but I can twist a vertical borer to tweak the alignments without too much effort.
No problem at this end with trying to answer "piqued interest" questions if my experience may help.
Nigel B.