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Mire Mesh Vault
Side by side comparison of surveyed drainage plan against an unplanned trench
PLATE C0 — COMPARISON

Measured Layout Against Guesswork

A look at how a surveyed drainage plan differs from common unverified fixes — without dismissing the alternatives outright.

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PLATE C1 — CONTEXT

Why the Comparison Matters

Plenty of standing-water problems get addressed with a trench and a length of pipe laid on instinct. Sometimes that works. Often it moves the water somewhere else on the plot, or fails within a season because the fall was too shallow. Laying out the difference plainly, side by side, helps you decide what level of certainty you want before digging begins.

PLATE C2 — SIDE BY SIDE

Two Starting Points

Unplanned Trenching

  • — Fall estimated by eye
  • — Pipe diameter chosen without a load figure
  • — Discharge point rarely checked for capacity
  • — No record of what's under the surface

Surveyed Layout

  • — Fall calculated in millimetres per metre
  • — Pipe sized against measured infiltration
  • — Outfall capacity confirmed before the plan is drawn
  • — Soil profile recorded from test pits
PLATE C3 — DISTINCTION

What Sets This Approach Apart

The layouts we produce are drawn to a standard a contractor can build from directly — gradients stated, gravel surround dimensions given, geotextile grade specified per section. Nothing is left to be worked out on site, which is usually where shortcuts creep in.

PLATE C4 — EFFECTIVENESS

Where Results Tend to Diverge

Factor Unplanned Surveyed
Fall accuracyEstimatedMeasured to mm/m
Common failure pointSilting from shallow fallRare with confirmed gradient
Typical lifespan before rework1–3 seasonsMulti-year, weather dependent
PLATE C5 — INVESTMENT

Cost Against Rework

A survey or planning fee is a smaller, upfront cost against the larger cost of redoing a trench that failed within a year. The value isn't in avoiding spend altogether — it's in spending once, on a layout sized correctly the first time.

PLATE C6 — EXPERIENCE

What Working Together Looks Like

You receive the raw readings alongside the recommendation, so the reasoning is visible rather than taken on faith. Where a simpler fix would do, we say so — the aim is an accurate answer to your plot's problem, not a sale.

PLATE C7 — LONG TERM

Sustainability of Results

A correctly graded run continues to function with seasonal maintenance rather than periodic rebuilding. Geotextile specified to the right grade resists clogging for years rather than months, which matters most on plots with fine silty soils.

PLATE C8 — MISCONCEPTIONS

A Few Common Misunderstandings

"More pipe means more drainage"

Spacing matters more than length. A run placed without reference to soil permeability can underperform even with generous pipe.

"Any geotextile will do"

Grade in grams per square metre changes how long a membrane resists clogging under load — the wrong grade shortens its working life.

In Short

A surveyed approach costs a little more upfront and delivers a plan built on your plot's own soil behaviour, with a lower chance of rework. Where your situation genuinely doesn't need that level of detail, we'll tell you.

Curious How Your Plot Compares?

Send us a note about what you're seeing and we can talk through which starting point suits it.

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