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Entwurf Goetheschule Dessau
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Decoupled from the sewer and the cost factor “rainwater” switched off

Large roof areas cause high rainwater charges each year.

The roofs of production and manufacturing halls in particular represent a not inconsiderable cost factor for rainwater disposal in industrial and commercial operations.

This is also the case with our recently completed project – a production hall for Thyrolf & Uhle GmbH in Dessau-Roßlau.

With a roof area of 2,342 m² and a record-breaking rainwater fee from the local disposal company, the metal processing company had to shoulder annual rainwater fees of around EUR 2,700 for this one production hall.

After recording and checking the property’s internal underground pipeline network and extrapolating it to a fee period of 10 years, which made the management aware of an increase in fees of around EUR 27,000, the course was set in the direction of decentralized rainwater management on their own property.

Drainage concept

Sectional views

According to the principle of communicating pipes, the property-internal underground pipe network could also be used here to fill the turf troughs with rainwater, so that cost-intensive civil engineering work was not necessary and the most inexpensive infiltration variant was used.

It was worth it!

Further (hall) decoupling measures are z. Currently in planning.

Rainwater management – decoupled from the sewer and the cost factor “rainwater” switched off

  • "The conditions for the infiltration of rainwater are bad ..."

  • "The water table is too high ..."

  • "The seepage passage of one meter (required by DWA-A 138¹)) cannot be maintained ..."

  • "Why do you want to let the rainwater seep away? There’s a canal in the street ...! "

We received these and more answers from the responsible authorities and the municipal utility company when we came up with our idea of rainwater management for the new construction of a production hall, including of the outdoor facilities (in the industrial area Mitte) in Dessau-Roßlau presented to the licensing authority.

Especially the last statement (question), which every economically active company could have answered immediately in order to save costs, in our case not inconsiderable rainwater fees, made us look for new ways for the rainwater to solve the drainage problem.

The exemption of our client from the annual discharge fees and the periodic price increases of the wastewater company was very important to us.

After all, the rainwater charges projected over the medium term were around EUR 15,000.

An amount that must first be earned on the free market. And that only for the drainage of the valuable protected asset (rain) water.

Now that it was explained to us in detail how it does not work, probably also because of our own economic interests (municipal sewage carriers), economic solutions had to be found in order to cancel the high groundwater level in planning and the one meter percolation distance required by worksheet DWA-A 1381.) to reach.

Because this (seepage passage of one meter) lay between us and the long-awaited water law permit for internal seepage, and thus the lifting of the cost-intensive compulsory use of the public sewage system (rainwater sewer).

As a result of the cost calculations, the elevation (filling) of the area in the area of the infiltration systems emerged as an economic partial solution in order to achieve the required distance of one meter from the groundwater level.

The required earth mass could be made available from the excavation areas of the production hall and the traffic areas.

Positive side effect:
The costs for soil disposal and excavation work have been reduced significantly.

Due to the favorable soil permeability (kf value), lawn troughs were planned as the most cost-effective system type for infiltration. The water is supplied above the ground from the outside downpipes of the production hall via open paving gutters or directly via the transverse slope of the traffic systems to the troughs in the lawn.

The connection of the internal drainage of the building to the troughs was more problematic, as the ground pipes landed below the troughs if they were laid in accordance with the norms at a depth of frost (ie pipe apex 0.8 m below the terrain + height loss due to the performance gradient).

The new factual question was now “How do you get the rainwater up without technical aids?”

The technical solution to this is as simple as it is old.

According to the principle of communicating tubes.

In vessels that are open at the top but connected at the bottom, a homogeneous liquid is at the same level because the force of gravity and the air pressure are constant (hydrostatic paradox).
This is how the ancient Romans built their aqueducts.

It is now possible thanks to the hydrostatic pressure resulting from the roof height
to feed the troughs in the lawn with rainwater via the underground pipes below.

The water is distributed in the troughs in the turf using specially designed spring pots made from KG molded pieces.

Drainage concept

Sectional views

Conclusion:

It pays to think, first check the feasibility of rainwater infiltration and then build.

The result of the cost calculations made it clear that in addition to saving rainwater charges (around EUR 3,000 per year), the construction costs can also be reduced compared to a conventional drainage solution (sewer connection) through a sophisticated rainwater management system.

In the present project, this is explained by the elimination of many cost-intensive underground drainage facilities (underground pipes and manhole structures) and the favorable soil permeability at the site, which made it possible to create more cost-effective infiltration troughs here.

1.) Worksheet DWA-A 138 “Planning, construction and operation of systems for infiltration of rainwater” is the relevant set of rules for the planning and approval of systems for infiltration of rainwater.

Rainwater management – economically planned and saved high rainwater charges

With new investments and the expansion of industrially operated plants, approval according to the Federal Immission Control Act, better known as BIm SchG, is usually required.

What is less well known is that evidence for the
Proper disposal of the accumulating rainwater is to be provided.

Our practical experience shows that there is generally no water law permit for existing properties, as this (water law permit) was not required at the time of initial commissioning.

The fact is:
The protection of existing property for the existing property is canceled by the new approval procedure under water law. Evidence of the disposal of the accumulating rainwater in accordance with the permit must be provided for all areas (whether old or newly planned).

This is how it came about for a Dessau waste disposal company to expand its demolition business on the site of a disused industrial area.

In the course of the BIm Sch procedure, the proper disposal of the accumulating rainwater had to be proven for the entire company premises, either through the connection to the public sewage network or the decentralized infiltration on the own property.

Mit Bezug auf den hohen Versiegelungsgrad der Industriefläche (Au = 10.605 m² undurchlässige Fläche) und die daraus resultierenden Einleitgebühren von rund 13.000 EUR/Jahr (mittelfristig rund 65.000 EUR) fiel der Geschäftsführung die Entscheidung nicht schwer.

She favored the internal infiltration of the accumulating rainwater.
In order not to destroy the existing structure of traffic, storage and outdoor areas, troughs were planned at the low points and in the side areas of the paved areas.

They represent the most cost-effective infiltration option.

Drainage concept

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  • Standard-compliant tender documents
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nature-project Landscape architects

Bielastr. 7  –  04178 Leipzig

Phone +49 0341 44 25 99 86

Fax +49 0341 44 25 99 96

info@nature-project.eu

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