This is the live, updated entry for the LinkedIn micro-series. New posts added every Thursday.
Week 1 — What I see when I survey a site
When I arrive at a topographical survey site, the first thing I do is stand still and look. Not measure, not photograph — just look.
I look for:
- The shape of the land — the natural fall of the ground, the obvious high and low points
- The boundaries — fences, hedges, walls, the obvious limits of the property
- The vegetation — mature trees and woodland areas that often mark old boundaries
- The infrastructure — roads, buildings, services, drainage
- The unexpected — the things the client didn't mention, the things the OS map didn't show
I look for 10 minutes before I measure anything. The 10 minutes of looking saves hours of measuring the wrong things.
That's the work. That's the series. Every Thursday I'll post a 300-word note from the field.
— Bhavesh Ramburn, MRICS, founder of Icelabz
Week 2 — The £3,000 topo that saved a £150,000 mistake
Last week a client called: "We've just bought a 2-hectare site for a housing development. The seller gave us a 'topo' from 2018. Can you verify it?"
I downloaded the 2018 topo. The spot heights were 2-5 years old. Two earthworks contractors had operated on the site in the interim. The ground levels had changed by 0.3-1.2 metres in places.
If the client had used the 2018 topo, the cut-and-fill calculations would have been wrong by hundreds of cubic metres. Earthworks cost: £150,000-£200,000 over budget.
The £3,000 fresh topo caught it. The client instructed a new cut-and-fill design based on current levels. Project delivered on budget.
The lesson: never use a topo more than 6 months old for design work. Site conditions change.
Week 3 — Why I prefer GNSS RTK over total station (and vice versa)
I run both.1 The GNSS RTK is fast, light, and one-person operation. The total station is heavier, two-person operation, but sub-millimetre accuracy.
For a typical 1-hectare rural site, the GNSS wins: faster setup, faster measurement, easier to cover large areas.
For a tight urban site with kerb lines, drainage inverts, and 5cm accuracy required, the total station wins: no satellite signal issues, no multipath errors, no need for clear sky view.
The right tool depends on the site. I run both because I don't always know in advance which site I'll get.
Next post: Week 4 — How I plan a drone flight (the 30 minutes that save hours).
References
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I use the GNSS RTK primarily because it's faster and one-person. The total station is reserved for high-accuracy corners (typically 0.5-1% of the total points), tight urban sites, and verification shots during QA.
The two tools complement each other. GNSS for coverage, total station for precision corners. I have both in my vehicle and I switch between them based on the day's requirements. A 1-hectare site might need 200 GNSS points for the bulk survey plus 8-10 total station points for the critical corners.
Footnotes
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Ordnance Survey, OSGM15: OS Geoid Model. ↩