Installation Terms

Terrain with poor mechanical characteristics
(e.g. limes, loose clays)

Terrain with good mechanical characteristics
(e.g. thickened sands, solid clays)

Terrain with presence of Groundwater
(e.g. -50cm from the country plan)

Overground Positioning

1) Ground level
2) Coating material
3) Cover slab
4) Layer of sand s=5cm
5) Foundation at work sp. 20cm double net Ø8/20"x20"
6) Cleaning jet, H=10cm
7) Groundwater
8) Sealing with cement mortar
9) Reinforced concrete curb made at work

* provide for an increased excavation of a measure not less than 0.5 m and not more than 1m on each side of the tank and carry out the reburial with gravel of 40/60 mm

The verification of the product can be considered valid in compliance with the loading conditions and assumptions indicated in the Standard Structural Calculation Report.

Placement with presence of Groundwater

1) Ground level
2) Coating material
3) Cover slab
4) Structural links between modules
5) Foundation at work sp. 20cm double net Ø8/20"x20"
6) Cleaning jet, H=10cm
7) Groundwater
8) Sealing with cement mortar
9) Reinforced concrete curb made at work

* provide for an increased excavation of a measure not less than 0.5 m and not more than 1m on each side of the tank and carry out the reburial with gravel of 40/60 mm

The verification of the product can be considered valid in compliance with the loading conditions and assumptions indicated in the Standard Structural Calculation Report.

Placement in absence of Groundwater

Overground Positioning