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Mire Mesh Vault
PLATE 00 — OVERVIEW

Reading Water Before Moving Earth

Standing water on a plot has a cause, and that cause can be measured. We survey how water arrives, where it collects, and what a soil profile can actually absorb — then draw a layout from what we find, not from a guess.

FIG. 00-A — SITE PROFILE SCALE 1:50
Cross-section survey of a marshy plot showing soil layers and drainage planning
PLATE 01 — WHY MEASUREMENT FIRST

Data Before Recommendations

Every plot holds water differently depending on what sits under the topsoil. Rather than proposing a fixed package, we start with spot levels, test pits, and infiltration readings, so any layout that follows is sized to the ground it will sit in. This means the drawing you receive reflects your plot's own behaviour, not a standard assumption.

Based in Yokohama and working across plots of varying size, we keep the process transparent: you see the readings, the reasoning, and the resulting plan before any material is ordered.

01 — Levels taken on site, not estimated
02 — Soil profile exposed by test pit
03 — Drawings built to a buildable standard
PLATE 02 — KEY ELEMENTS

What Each Layout Accounts For

Soil Profile

Test pits expose clay, gravel, and topsoil bands so lateral spacing can be set against measured permeability rather than assumption.

Seasonal Water Table

The depth recorded on survey day is placed against a wider seasonal pattern, so a dry-week reading isn't mistaken for the full picture.

Discharge Capacity

A run is only as good as where the water ends up — receiving capacity at the outfall is checked before a fall is drawn.

PLATE 03 — SEQUENCE

How a Plot Moves From Question to Drawing

STEP 01

You describe the plot and what you're seeing — standing water, sinking paths, a slope that's begun to slip.

STEP 02

A survey or advisory visit is scheduled, with levels, pits, or an auger walk depending on the issue.

STEP 03

Findings are set out plainly, including cases where drainage work isn't warranted at all.

STEP 04

Where work is justified, a drawing and materials schedule are prepared for you or your contractor.

600mm

standard test pit depth used to expose hardpan and soil bands

180m

maximum pipe run covered under a single layout plan

30°

upper slope angle covered under geotextile and grid guidance

PLATE 04 — SERVICES

Three Ways We Can Help

Site water movement survey with level equipment and test pit

Site Water Movement Survey

A measured read of where water arrives, sits, and could be sent — before any work is proposed.

Learn More →
Drafted pipe layout plan with gradients and junction positions

Perforated Pipe Layout Planning

A buildable drainage drawing with gradients, junctions, and a full materials schedule.

Learn More →
Geotextile and grid placement guidance for a garden path

Geotextile & Grid Guidance

Membrane and grid specification for soft paths, tracks, and early-movement slopes.

Learn More →

Ready to Understand Your Plot?

Fill in the form below and tell us what you're seeing on the ground. We'll get back to you with the type of visit that fits — no obligation to proceed beyond that.

PLATE 05 — CONTACT
PLATE 06 — COMPANY DATA
COMPANYMire Mesh Vault
ADDRESS7-3-29 Kikuna, Kohoku-ku, Yokohama, Kanagawa 222-0011
PHONE+81 45 401 8630
EMAILinfo@miremeshvault.com
DOMAINmiremeshvault.com
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