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Volumetric & Stockpile Surveys — aerial survey capture

Service 04

Drone volumetric and stockpile surveys you can reconcile against

Drone stockpile surveys across the UK for quarries, contractors and bulk-material sites, with volumes typically within ±1–2% and a report built for audit.

Volume accuracy
±1–2%Typical for well-defined piles on a known base
Ground sample distance
1.5–3 cmZenmuse P1 or Matrice 4E, depending on site size
Typical stockyard flight
20–40 minSingle mission; no one on the stockpiles
Report turnaround
48 hoursFrom capture, for scheduled stock-takes

01Overview

Stockpile, excavation and void volumes measured by drone, typically within ±1–2%, with tonnages and reconciliation-ready reporting.

Stock on the ground is money, and bulk material is notoriously hard to count. Walking a stockpile with a GNSS pole is slow and dangerous on loose faces, and it records only a sparse set of points that miss the pile’s true shape. A drone volumetric survey measures the whole surface of every pile in a single flight, typically to within ±1–2% of the true volume, without anyone setting foot on the material.

Our drone stockpile surveys serve quarries and aggregates producers, contractors balancing earthworks, recycling and waste operators, and local authorities managing salt, soil and aggregate stocks. We fly a controlled mission, build a dense surface model, apply an agreed base to every pile, and report volumes in cubic metres. Where you provide bulk densities, we also report tonnes.

Volumetric surveys are only useful if they are consistent. Month-end stock-takes, year-end valuations and royalty reconciliations all depend on every survey using the same control, the same base-surface method and the same report format. We set that up on the first survey and keep it for every survey after, so that changes between periods reflect the material and not the method.

Base-surface methods and when we use them
MethodHow it worksBest for
Triangulated toeA surface fitted through points around the pile’s perimeterPiles on uneven or sloping ground
Lowest point or flat planeA horizontal plane at the lowest perimeter heightPiles on flat, level bays and pads
Previous surfaceThe pile compared with an earlier survey or a known floor levelBunkers, bays and repeat stock-takes
Design surfaceMeasured ground compared with a design modelEarthworks, excavations and landfill void capacity

02Where it’s used

Typical projects

01

Quarry stock-takes

Month-end, quarter-end and year-end volumes for every product pile, reported in cubic metres and tonnes.

02

Reserve and extraction monitoring

Periodic surveys of faces, benches and extraction areas to track working against consented limits and update reserve estimates.

03

Earthworks cut and fill

Excavation and fill measured against original ground or the design surface for interim valuations and final accounts.

04

Landfill void and airspace

Remaining void capacity and filling rates calculated against permitted levels and the engineered base.

05

Recycling, waste and biomass

Regular stock counts for recycled aggregates, wood chip, compost and fuel stocks, where material moves every day.

06

Council depots and salt stores

Pre-winter and in-season measurement of gritting salt, aggregate and topsoil stocks held at highway depots.

03Method

From brief to issued data.

The same controlled process on every job, so results are repeatable and defensible.
  1. Step 01

    Agree the reporting basis

    We list the piles and areas to be measured, agree base-surface methods and bulk densities, and set the report format, including your stock codes and product names if you use them.

  2. Step 02

    Induction and permissions

    We complete your site induction, plan flights around blasting times, plant movements and exclusion zones, and confirm airspace and RAMS before arriving on site.

  3. Step 03

    Control and flight

    Permanent control points are established on stable ground so that every future survey is referenced identically. A single mission usually covers the whole stockyard in under an hour.

  4. Step 04

    Surface model and volume calculation

    We build a dense surface model from the imagery or LiDAR, digitise pile boundaries and apply base surfaces. Volumes are then calculated and compared with the previous period so that anomalies are caught before the report is issued.

  5. Step 05

    Report and reconciliation

    You receive a volume report with pile-by-pile quantities, plan and 3D views and period-on-period change, together with the underlying surfaces for your records.

04Specification

The numbers behind it.

Typical values. Your quote confirms the specification for your site, and the survey report states what was achieved.
Volume accuracy
Typically ±1–2%Well-defined piles; depends on base definition and pile size
Surface accuracy (vertical)
±20–40 mmRMSE against independent checkpoints
Ground sample distance
1.5–3 cm
Capture platform
Matrice 4E, or Matrice 350 RTK with P1Zenmuse L2 LiDAR for vegetated or poorly lit sites
Base-surface methods
Triangulated toe, plane, previous survey, designAgreed per pile and recorded in the report
Units
m³ and tonnesTonnes calculated from client-supplied bulk densities
Coordinate system
OSGB36 BNG and ODN, or site gridMatched to your existing quarry grid where required
Control
Permanent site control networkReused on every survey to keep periods comparable
Survey frequency
One-off, monthly, quarterly or annual
Processing
Agisoft Metashape, Pix4D, Global Mapper, Civil 3D
Report turnaround
48 hours typicalPreliminary figures sooner by arrangement

05Deliverables

What you receive.

In your coordinate system, formats and layer standards — with a survey report you can hand to your client.

PDF

Stockpile volume report

Pile-by-pile volumes and tonnages, base methods, densities, plan views and period-on-period change.

XLSX, CSV

Volume schedule

Machine-readable quantities for stock, ERP and accounting systems.

GeoTIFF, LandXML, DWG

Surface model

The measured surface for each period, archived for audit and future comparison.

PDF, GeoTIFF

Cut and fill difference maps

Colour-coded change between two surfaces, showing where material has been removed or placed.

GeoTIFF, ECW

Orthomosaic

A dated aerial image of the site at the time of survey.

DWG, DXF, SHP

Pile boundaries and contours

Toe lines, pile outlines and contours for site plans and planning returns.

LAS, LAZ

Point cloud

The full measured dataset, allowing volumes to be recalculated independently.

When to choose it

  • You need regular, consistent stock figures for management accounts, audits or royalty returns.
  • Stockpiles are large, numerous, steep or unsafe to walk.
  • You are valuing earthworks and need cut and fill measured against original ground or design.
  • You want a permanent, dated record of what was on site at each period end.

Consider instead

  • Topographic Surveys

    You need a full design survey of the site, covering levels, features and boundaries, rather than quantities alone.

  • LiDAR Surveys

    Piles or excavations are overgrown, or faces and benches are partly hidden by vegetation.

  • Photogrammetry & Mapping

    The main requirement is a visual progress or condition record, with occasional measurement.

  • Terrestrial laser scanning

    Stock is held in enclosed sheds, bunkers or silos where flying a drone is impractical.

08FAQ

Volumetric & Stockpile Surveys: questions answered

For well-defined piles on a clearly known base, drone volumetric surveys are typically within ±1–2% of the true volume. The main uncertainty is usually the base rather than the surface: piles on uneven ground, against walls or on top of older material need an agreed base method. Small piles carry a higher percentage uncertainty, because the same surface error is a larger share of their volume.

We apply bulk density factors to the measured volumes, product by product. Densities are best supplied by you from weighbridge reconciliations or laboratory tests, because they vary with material, grading, moisture and compaction. Every report states the densities used, so tonnages can be traced and adjusted.

Most quarries and bulk-material sites survey monthly or quarterly for management accounts, with an annual survey for the year-end valuation. High-throughput sites, or sites with reconciliation problems, sometimes move to fortnightly surveys. Because we use a permanent control network and repeat flight plans, frequent surveys are quick and directly comparable.

Yes, with proper planning. We complete your site induction, schedule flights around blasting and plant movements, and brief the site team on where the aircraft will be. No one needs to climb or walk a stockpile face, which removes one of the more hazardous routine tasks on a quarry.

Cost depends on the number of piles, the size of the site, the level of reporting detail and how often you survey. A regular programme costs less per survey than a one-off, because the control, flight plans and report templates are already in place. We offer fixed per-survey pricing for scheduled programmes.

Yes. The same method works in reverse: we compare the measured surface with original ground, a previous survey or a design model to calculate volume excavated, fill placed or void remaining. Contractors use it for earthworks valuations and final account quantities, and landfill operators for capacity planning.

If the base method, pile boundaries and control are the same, results should agree closely. Differences between surveyors usually come from those definitions rather than from the measurement itself. When we take over a programme we can run a parallel survey and reconcile our method with the previous one, so your stock history remains continuous.

Dark, wet or very uniform materials such as coal fines or fresh sand are harder for photogrammetry to match, and deep winter shadow in a pit has the same effect. We deal with this through flight timing, exposure settings and extra overlap, or switch to LiDAR where conditions call for it. Any area of reduced confidence is marked in the report.

Each report records the date and time of capture, the control used, base methods, densities, volumes and accuracy checks, and the underlying surfaces are archived so volumes can be recalculated. Finance teams and external auditors look for that audit trail when stock values are material to the accounts.

Start a project

Tell us the outcome. We’ll specify the survey.

  1. 01We aim to reply within one hourA drone surveyor, not a salesperson, reviews your brief and calls if anything needs clarifying.
  2. 02Fixed quote & method statementScope, accuracy specification, deliverables, programme and RAMS — in writing.
  3. 03Fly, process, deliverCapture on your programme, then CAD-ready data with a verified accuracy report.
Get a quote