Wells
Recommended to be used for the construction of domestic sewerage networks in the courtyards of small private houses. The well can be used to observe, control and treat sewage when the domestic sewer is clogged.
Reasons to choose polymer wells:
Excellent durability and service life – service life over 50 years;
The weight of the polymer well is ≤ 5% of the weight of the reinforced concrete well, cost savings on the construction site and cost savings during installation;
Flexible – resistant to any soil movements – NO CRACKS;
Polymer wells are resistant to freezing and decomposition of material caused by freezing;
100% waterproof, 0% – groundwater infiltration into the sewerage system which results in lower operating costs for the water treatment system;
Corrosion-free, well stairs are made of reinforced PP;
Low flow resistance, well gutters > 100% of pipe diameter;
Chemical and biological resistance, pH 2 to pH 12 (pH 2 – acidic medium and pH 12 alkaline medium);
Wide range of pipe fittings, quick installation;
The well body is not directly attached to the well hatch – the quality of the road surface is maintained;
Environmentally friendly material – 100% recyclable and reusable;
Short installation time – higher productivity during installation;
Effective total cost savings.
Rainwater wells
Domestic sewerage well with flow (DN/OD) CSR 200/160, CSS 400/315, CSB 400/315, CSL 560/500, 600/680, 800/1000mm
Grate wells with sediment bag (DN/OD) CRS 400/315, CRS 560/500, 600/680, 800/1000mm for individual orders
Drainage wells
Control well with drainage sediment CID
CID400 – DN/OD 400 mm, CID – DN/ID 600 mm, CID1000 – DN/ID 1000 mm
Well of the type covered with drainage sediment CDC
CDC400 – DN/OD 400 mm, CDC – DN/ID 600 mm, CDC1000 – DN/ID 1000 mm
Receiving well with drainage sediment DRC
DRC400 – DN/OD 400 mm, DRC – DN/ID 600 mm, DRC1000 – DN/ID 1000 mm
Installation:
Drainage wells and stormwater wells with a sediment section can be built on all substrates (free sand and gravel, lightly bound sand and gravel, bound mixed soil and coarse gravel, and bound soil such as clay in accordance with Annex A of CEN / TR 1046), also on deep biogenic substrates where the peat or mud is deeper than 2.0 m.
Wells must be constructed in accordance with the requirements of standards EN 1610 and CEN/TR 1046 and current building regulations, other legislation on construction, land improvement (technical conditions issued by the holder of the drainage system) and environmental protection, as well as technical conditions issued by the keeper of roads and railways.
