Rev. 01 - 05/2026

UNDERGROUND TANK Mod. PANETTONE CORRUGATO

  1. UNDERGROUND TANK Mod. PANETTONE CORRUGATO
  2. INSTALLATION INSTRUCTIONS
  3. GUARANTEE

UNDERGROUND TANK Mod. PANETTONE CORRUGATO
ACQUA › SERBATOI DA INTERRO MONOBLOCCO › panettone da interro corrugato

MATERIAL

One-piece underground tank in linear high density polyethylene (LLDPE) fitted with hinged inspection cover. 

FUNCTION

Containers used for the storage of drinking water, rainwater, and other food-grade liquids. The high strength and low reactivity of linear low-density polyethylene make these tanks suitable for containing various types of fluids (see the 'PE fluid compatibility chart' available on the website (www.rototec.it).

TECHNICAL CHARACTERISTICS

The tanks can withstand external temperature fluctuations from –20 °C to +80 °C, are not subject to deterioration over time, and the materials used ensure maximum reliability against corrosion and oxidation. If required for installation, holes can be drilled in the tanks at designated areas. The smooth surfaces of the tanks allow for easy maintenance, while their lightweight structure ensures easy transport and installation.

USE&MAINTENANCE

The tank is delivered not washed. Before first use, clean the interior with water and a detergent or liquid dish soap, and where necessary, treat it with an HACCP-compliant surface cleaner. Finally, rinse thoroughly with water.

REFERENCE STANDARDS

INSTALATION

Strictly follow the 'INSTALLATION INSTRUCTIONS' provided by ROTOTEC.

WARNINGS

UNDERGROUND TANK Mod. PANETTONE CORRUGATO

Attention: by clicking on the Article codes you will access the relevant technical page with Attachments and Technical Drawings in DWG

ItemUseful Volume
lt
Height
mt
Ø
cm
Ø Cap
cm
Cover 1Extension 1Lifting
eye
NPI300030501.6517163TAP800PP77/PPTS7204
NPI400040502.1517163TAP800PP77/PPTS7204
NPI500055002.4719563TAP800PP77/PPTS7204
NPI800078002.7522763TAP800PP77/PPTS7204
NPI100009800322763TAP800PP77/PPTS7204
H = Height;

INSTALLATION INSTRUCTIONS

WARNINGS AND PRECAUTIONS

Warnings:

 

Prohibitions:

UNLOADING AND MOVEMENT

INSTALLATION INSTRUCTIONS

N.B. The best location for the tank is specified by the qualified technician according to his own thorough technical evaluation. These installation instructions provide the guidelines to follow during installation.

1. EXCAVATION

1.1 Excavate a hole of suitable dimensions with a flat bottom, leaving a space of at least 20/30 cm around the tank. In the presence of heavy soil (e.g. clayey subsoil) and/or groundwater, the distance must be at least 50 cm. Spread a 15/20 cm deep layer of 20 /30 mm washed gravel on the bottom of the excavation to allow the tank to rest on a uniform and level base. Excavated material must never be used as backfill.nThe excavation must be a minimum of 1 m from any structures.

 

 

2. BACKFILL AND FILLING

2.1 Place the totally empty tank on a bed of 20/30 mm washed gravel spread at the bottom of the excavation, gradually fill the tank with water and at the same time backfill with 20/30 mm washed gravel. Continue with successive layers of 15/20 cm, filling the tank and then backfilling with gravel. Fill the tank to 3/4 of its capacity and backfill the last 40 cm with topsoil (NOT clayey/silty material, NOT excavated material). To prevent excessive pressure on the tank, NEVER use backfill material with sharp edges.

In the case of a tank with outlet pipe (e.g. aerobic trickle filters or gravity balancing tanks) seal the outlet pipe with a removable cover, then fill-backfill until half way up the tank, as indicated. After this, remove the plug and complete backfilling. Do not allow standing water to form in the excavation.

N.B. For installation in more severe conditions (groundwater, clayey soils or in sloping ground), refer to chapter 3 “Exceptional Installation”.

 

 

 

2.2  After the tank has been filled and the excavation suitably backfilled, gradually cover with topsoil ((NOT clayey/limey material, NOT excavated material) or with lightened material, e.g. expanded clay, to a depth of 30/40 cm, leaving the inspection covers exposed. In this way, the area concerned is suitable for pedestrian traffic, while the transit of motor vehicles within 2m of the excavation is prohibited.

When installing treatment plants, leave the tank filled with water. However, when installing a water storage tank, leave it full of water until the ground has fully settled (minimum 7 days. This period may vary based on the assessment of the designer). N.B. To render the site trafficable by motor vehicles, refer to Chapter 4 “Trafficability”.

 

 

 

2.3 EXTENSION INSTALLATION

If the tank is installed at a depth of 30/40 cm and the site is to remain open to pedestrian traffic, it is advisable to install the Rototec PE extension directly on the inspection holes. In the case where the tank is installed deeper than that previously indicated and therefore install more than one extension, which is an unfavourable condition and is not recommended, adhere scrupulously to the instructions reported in Chapter 4 “Trafficability”. The technician responsible for the installation will follow the instructions reported in the two paragraphs according to the installation depth.

 

 

 

2.4 VENT CONNECTION

a) When installing a pump, internally or externally, ALWAYS install an open-air vent, free and correctly sized, to prevent the formation of a vacuum and deformation of the tank when the pump is running. After connecting the vent, make the connections and check them.

b) In order to prevent the formation of bad smells and enable the treatment plant to function efficiently, ALWAYS connect a pipe (PVC, PP or PE) to the connection point provided for the biogas vent on the tank. Run the pipe to the highest point of the building or along the downpipes, but in any case higher than the level of the roof.

The pipe indicated on the drawing for the vent is not included in the supply.

 

 

 

2.5 MANHOLE INSTALLATION

The installation of manholes or covers of weight exceeding 50 kg must always be solid with the concrete slab, suitably designed for the load to support and exerting a uniformly distributed load. The slab, therefore, must NOT be constructed directly on the tank but must rest on undisturbed, load-bearing ground. DO NOT create brickwork elements that would compromise maintenance or eventual replacement of the tank.

 

 

3. EXCEPTIONAL INSTALLATIONS

3.1 INSTALLATION IN ZONES WITH GROUNDWATER

Installation in the presence of groundwater is not recommended as it represents one of the riskiest conditions for a storage tank. In this case, it is advisable to obtain a geotechnical report from a specialist. From the report, the installation technician will be able to define the expected pressure from the groundwater and design the backfill material and slab accordingly. In particular, he will design the backfill to have the necessary capacity for resisting the high lateral forces. The resistance capacity can be increased by inserting an electro-welded steel mesh. Construct the concrete slab at the bottom of the excavation, then spread a 10 cm thick layer of 20/30 mm washed gravel over the top to fill in the voids between the corrugations in the base of the tank. The tank filling and backfilling operations must always be carried out progressively. It is advisable, therefore, to half fill the tank and at the same time backfill with concrete and allow it to stand for 24/36 hours [points 1-2]. Then complete the tank filling and the backfill [points 3-4].

 

 

 

3.2 INSTALLATION IN ZONES WITH CLAYEY/LIMEY SOIL

Installation in areas with a mainly clayey/silty substrate and/or with limited drainage capacity is another unfavourable condition. A geotechnical report prepared by a specialist is advisable in this case also. From the report, the installation technician will be able to define the expected ground pressure (high in the case of clayey/silty soil) and design the backfill accordingly. In particular, the bottom of the excavation must be covered by a bed of 20/30 washed gravel and the sides of the tank backfilled with 20/30 m gravel to aid drainage. For tank filling and backfilling, see para. 2.1. A drainage system must also be provided at the bottom of the excavation.

 

 

 

3.3 INSTALLATION NEAR TO SLOPING GROUND

When the tank is to be installed near to a slope or on sloping ground, the tank must be protected by a reinforced concrete retaining wall, appropriately designed by a specialist, in order to balance the lateral thrust of the ground and to protect the area from possible infiltration. For tank filling and backfilling, see  para. 2.1.

 

 

4. TRAFFICABILITY

4.1 LIGHT TRAFFIC - Class B125-EN124/95 - Max 12.5 tons

To render the site suitable for the transit of light vehicles, a self-supporting reinforced concrete slab, designed in relation to the load, must be constructed. The perimeter of the slab must be larger than the excavation to prevent the weight of the slab from bearing on the tank itself. It is also advisable to construct a concrete slab (for example 15/20 cm thick) at the bottom of the excavation, over which a 10 cm thick layer of 20/30 mm washed gravel must be spread to fill in the voids between the corrugations in the base of the tank. The self-supporting slab in reinforced concrete and the bottom concrete slab must always be designed by a qualified professional. The tank filling and backfilling operations must always be carried out progressively as specified in para. 2.1. The self-supporting slab is necessary to distribute the load of the covering topsoil, even when the tank is installed at a depth > 40 cm, as indicated in paragraph 2.3.

 

 

 

4.2 (A) HEAVY TRAFFIC - Class D400-EN124/95 - Max 40 tons

To render the site suitable for the transit of heavy vehicles, a reinforced concrete containment structure cast on-site with a suitable self-supporting concrete cover slab must be provided. The perimeter of the slab must be larger than the excavation in order to distribute the load on the containment walls and not on the tank itself. Then spread a 10 cm thick layer of 20/30 mm gravel at the bottom of the containment structure to fill in the voids between the corrugations in the base of the tank. The containment structure and cover slab must be designed by a qualified professional in relation to the expected loads. The tank filling and backfilling operations must always be carried out progressively as specified in para. 2.1

 

 

 

4.2 (B) HEAVY TRAFFIC - Class D400-EN124/95 - Max 40 tons

To render the site suitable for the transit of heavy vehicles, a self-supporting reinforced concrete slab ( ≥ 25 cm) must be constructed. The perimeter of the slab must be larger than the excavation to prevent the weight of the slab from bearing on the tank itself.

It is also advisable to construct a concrete slab (for example 15/20 cm thick) at the bottom of the excavation, over which a 10 cm thick layer of 20/30 mm washed gravel must be spread to fill in the voids between the corrugations in the base of the tank.

The filling and backfilling operations to 3/4 must always be carried out progressively as specified in para. 2.1. After the tank has been filled and the excavation backfilled, gradually cover the last quarter of the excavation with lean concrete and bars (Ø 10-12). Create the self-supporting slab over these, using a double layer of electro-welded mesh (Ø 8) with spacers.

 

 

GUARANTEE

ROTOTEC S.p.A. hereby guarantees its Water Division and Purification Division tanks for underground and abovegroud installation, made of linear high density polyethylene (LHDPE) using the rotational moulding technique, for a period of 2 years for manufacturing defects and a period of  25 years against full-depth corrosion.

This guarantee shall apply on condition that the articles are kept in a state of regular use, are subjected to periodic maintenance and are installed according to the methods indicated. The manufacturer will be in no way liable in the event of incorrect installation.

 

The guarantee will cease to be valid in the following cases:

  1. If the underground installation methods are not strictly adhered to.
  2. If the product is modified without the prior authorisation of the manufacturer.
  3. In the case of non-compliant use.

The guarantee does not cover:

  1. Installation costs.
  2. Damage due to lack of use.
  3. Damage to third parties.
  4. Damage resulting from loss of the contents.
  5. Transport costs.
  6. Reinstatement of the site.

 

Rototec guarantees that all materials fully comply with the characteristics and conditions specified in the order confirmation and in the certificates/technical data sheet issued by the technical office.

Rototec will not be held liable for applications, installation, inspections or any operations undertaken at the buyer’s location or the final installation site.

Any products with defects resulting from carelessness, incompetence or negligence during use or due to incorrect installation or maintenance by unauthorised or unqualified personnel, or damage caused as a result of circumstances that cannot be traced back to manufacturing defects, are not covered by the guarantee.

Rototec will not be held liable for injury or damage either directly or indirectly deriving from incorrect installation, use or maintenance of the products sold.

Rototec products are supplied with technical data sheets, certification according to current standards and underground installation and maintenance instructions.

 

pdf
Rototec
P.IVA 01476690415
SDI W7YVJK9
C.S. € 120.000,00
Sito rototec.it
App rototec-app.it
Pec rototec@pec.it
Sede distaccata
Via Salvo D'Acquisto snc
61048 Sant'Angelo in Vado (PU)
ROTOTEC S.p.A.
Società soggetta a direzione e
Coord. da parte di HB Boscarini S.p.A.
Certificazione 231