Skip to content
+43 (0) 2252 53169
Menu

Sewers and wastewater · DN 100–200

3D sewer survey and lateral survey in Vienna, Lower Austria and Burgenland

The main run is quickly surveyed – the questions lie in the lateral connections: which connection goes where, which pipe ends blind, what the later extension is actually attached to. The 3D lateral survey drives into every branch with multi-turn steerable camera equipment and in doing so produces a digital representation of the pipe network route. At the end there is a picture of the layout instead of a list of assumptions. We work in Vienna, Lower Austria and Burgenland: a short journey and prompt appointments. Call +43 (0) 2252 53169 or write to office@cft.at, and we will settle access points, nominal diameter and the appointment.

Call us +43 (0) 2252 53169 Enquire about this service

A Kummer NG system stands in a courtyard by an old stone wall, an opened round manhole cover in front of it
Drains and sewers

What we do on site

We survey the straight runs of the underground drainage as well as the branches, in a pre-cleaned pipe wherever possible – the branches as far as is technically possible, as a rule up to the base bend. Where the camera head can go no further, the survey ends and we mark the point reached at the surface. You receive the sketch of the route, the still images and the digital representation of the route; it is a model of the route, not a surveyed plan.

Describe this case

Key facts at a glance

MethodsMulti-turn steerable camera equipment, digital reconstruction of the pipe network route, sonde location in the camera head, electromagnetic pipe locating
Application rangeDN 100 to DN 200
DurationTwo hours to several days, depending on the number of pipes and laterals
Result formatDigital representation of the pipe network route, documented route sketch, still images for each lateral connection, surface marking and, on request, survey by GPS or total station, inspection report
Service areaVienna, Lower Austria and Burgenland

For you as a private customer

The typical case: cleaning has already been carried out, yet the same pipe blocks again after a few weeks. Or you are planning an extension, a pool, a driveway – and nobody knows which pipes lie underneath. The lateral survey goes where the straight survey run ends: into the branches to the kitchen, the bathroom, the gutter and the yard gully. Afterwards you can see which pipe runs where, where a branch ends blind and where roots or a displacement have established themselves.

The second occasion is the purchase or conversion of an older property. The underground drainage beneath the floor slab is the part of the building services that nobody sees and that no drawing shows in full. Recorded before the conversion work, the sketch settles where something has to be opened up and where it does not.

How the job runs

1. Coordination. We settle which network is to be recorded: the underground drainage beneath the building, the connecting drain as far as the manhole, or the yard drainage as well. We accept existing drawings, but check them against the findings.

2. Pre-survey cleaning. Before the survey we recommend pre-survey jetting of all sewers. Only in a cleaned pipe does the steerable head find the branch opening and avoid getting caught in deposits.

3. Survey run and route recording. The straight runs are surveyed as well as the branches – the branches as far as is technically possible, as a rule up to the base bend. At the same time the digital representation of the route is produced. Notable points are marked at the surface by means of the sonde and, on request, surveyed by GPS or total station.

4. Handover. You receive the route sketch with the associated still images and we go through the route together. Repair and rehabilitation are carried out by your plumber or your pipe rehabilitation contractor.

Equipment and methods

Multi-turn steerable camera equipment

A rigid camera head drives past the lateral connection; a multi-turn steerable head turns in and carries on – over several branches in succession as well. This makes accessible that part of the network which appears only as a dark hole in a normal survey run. Work is carried out from DN 100 to DN 200; where the head cannot get through, the recording ends and this is noted as an end point.

Digital reconstruction of the pipe network route

During the run, the distance travelled is recorded together with changes of direction and gradient, and from this the route of the network is represented digitally. The representation is a route model, not a survey drawing – for positionally accurate points, sonde location and surveying in by GPS or total station are added.

Sonde location and electromagnetic pipe locating

The sonde in the camera head makes the current position detectable at the surface, so that end points and notable features can be marked; for the route as a whole, electromagnetic pipe locating is added. Both react sensitively to reinforcement and services lying in parallel, which is why bearings are cross-checked.

Additional methods when the camera cannot get through

If a section remains impassable – collapsed, obstructed, cut off – the visual recording ends. For such sections, location methods without access to the pipe come into consideration.

Technician in an orange and yellow high-visibility jacket kneels on the ground, feeds a violet cable into an opening in the ground and looks at a monitor

What you receive

You receive the documented route sketch, the digital representation of the pipe network route and the still images of the lateral connections surveyed, together with the markings at the surface. The inspection report sets down what was noticed in the process: notable features and defects, each with its position along the route. Where a defect lies, we also mark the spot at the surface. From that it can be derived which section is to be opened up and which is not.

From the archive: what the camera finds.

Three defect images from real sections – each with its station, each coded in the report.

CCTV still: a longitudinal crack runs through the invert of an unreinforced concrete pipe
Longitudinal crack in unreinforced concrete, station 24.91 m – coded to DWA-M 149, assessed to ISYBAU.
CCTV still: the pipe is completely blocked with well foam and washed-in stones
Blocked rather than broken: well foam and stones fill the pipe at 0.25 m – every survey ends here.
CCTV still: a drywall screw drilled through the wall protrudes into the pipe
Drywall screw drilled through the pipe wall – found at 0.60 m, protruding into the cross-section.
First page of a pipe report for the buried drain: header data on manhole, vitrified clay material and nominal size 150, below it site and manhole photos next to the station graphic
And this is how it lands on your desk: a separate report for every pipe and section – recorded to DWA-M 149, assessed to ISYBAU.
Defect plan on the orthophoto: blue pipe runs over the building, at every find a sewer still with stationing, title block with scale 1:200
And the plan to go with it: every finding sits at its place along the pipe run – with still, stationing and flow direction, drawn on the orthophoto.

Costs and effort

The effort depends on the number of lateral connections, on the accessibility of the rodding eyes and on whether cleaning is necessary beforehand; we agree the cost range by telephone before the job. If the survey is connected with water damage to the building, buildings insurance as a rule covers the locating costs through the trace and access cover; the record is produced so that it can be submitted to the insurer.

Frequently asked questions

How does this differ from a normal camera survey run?

A normal survey run drives straight through the pipe run and assesses its condition. The 3D lateral survey answers the question of the route: which branches exist and how the network under the house hangs together. In many cases the two complement each other.

What pipe sizes can the steerable head reach?

The application range is DN 100 to DN 200. Below that there is not enough room to turn; above it, crawler cameras with a pan-and-tilt head are as a rule more economical.

How many laterals in a row can be driven?

Several in a row – we do not state a fixed maximum. Where the head can no longer get through, the recording ends; the point reached is noted as an end point and marked at the surface so that work can start there later.

Does the route sketch replace a plan?

It is a reliable basis, but not a surveyed plan. If you need positional accuracy – because work is to be carried out over the route, for instance – we additionally survey in the marked points by GPS or total station. Where satellite reception is not good enough, between house walls or under vegetation, the total station takes that over.

Does cleaning have to be carried out beforehand?

We recommend it. The steerable head needs a clear branch opening; in a clogged pipe the branch remains undetected.

Do you repair the damage at the same time?

No. CFT locates, marks, documents and hands over; the work is carried out by your plumber or your pipe rehabilitation contractor. That is exactly why the sketch and the still images are detailed.

Contact and opening hours

For Vienna, Lower Austria and Burgenland: CFT Group GmbH, Wiener Straße 99, A-2514 Traiskirchen, +43 (0) 2252 53169. Monday to Thursday 8:00–16:30, Friday 8:00–12:00. Outside office hours in writing to office@cft.at, and we will come back to you on the next working day.

Describe your case

Describe what you are observing.

Just describe what you see – add a photo, and we can often settle on the right method before we even call back.

What happens next

  1. We read your message and match the case to a method.
  2. We come back to you – usually with a question that shortens the appointment.
  3. We confirm the appointment and what it costs before anyone sets off.

Rather talk?
+43 (0) 2252 53169
Mon–Thu 8:00–16:30 · Fri 8:00–12:00

Describe your case

Fields marked Required must be filled in.

For example: The drain keeps backing up although it was cleared recently. Or: There is a sewer smell in the cellar.

A few quick ticks – if you like

All optional. Tick whatever fits – several answers are fine. Whatever you don’t know, just leave blank.

What is it about?
Is an access point known?
How old is the house, roughly?
Street and town are enough to start with.
Up to eight files, each up to 12 MB, 40 MB in total. JPG, PNG, HEIC, WebP or PDF. A photo of the cleaning eye, of the manhole or a plan helps us a great deal.

Telephone or email – we need one of the two to answer you.

How we handle your details is set out in the privacy notice (in German).

We will come back to you. Your details go exclusively to dienstleistung@cft.at and are not passed on.

Describe your case.

Fastest by telephone – then we settle straight away which method fits and what you should prepare.

Call us +43 (0) 2252 53169

Outside office hours, write to office@cft.at.

We do not come to search. We are here to find.

The evolution of pipe and cable locating, from right to left: dowsing rod, probing rod, electromagnetic receiver, ground penetrating radar.