Waldifix
2016-07-12 09:12:31
- #1
Good morning dear construction community :)
Since the building regulations of our community require a cistern, I wanted to ask you what costs I should expect? The installation or burying of this system should not be too difficult, so I can probably do it myself.
Our property has 379m² and the following building regulation:
3.9 Systems for collecting and retaining rainwater (§ 74 (3) No. 2 State Building Code)
3.9.1 For the rainwater generated, systems for collecting and retaining with delayed discharge into the separate sewer system must be installed on the properties (e.g. green roofs, retention cisterns, reuse of greywater, etc.).
3.9.2 Rainwater from commercial yard areas with typical commercial surface loading (surface type ≥ F4, cf. guidance for handling rainwater in urban areas – LUBW 2005) may only be discharged into the public rainwater sewer if it is sufficiently pre-treated. Plans for rainwater treatment must be submitted to the lower water authority to obtain the necessary permits.
3.9.3 The discharge of operational wastewater into the public rainwater sewer is not permitted.
3.9.4 Outdoor areas where water-polluting substances are handled (e.g. loading and unloading areas) must fundamentally be sealed liquid-tight according to the generally accepted rules of technology. These must be connected to the wastewater sewer or covered. Whether a permeable surface sealing is permitted can be roughly estimated using the assessment procedure of the guidance for handling rainwater in urban areas.
NOTE: Drainage systems must be constructed according to the generally accepted rules of technology and require approval by the municipality.
Since the building regulations of our community require a cistern, I wanted to ask you what costs I should expect? The installation or burying of this system should not be too difficult, so I can probably do it myself.
Our property has 379m² and the following building regulation:
3.9 Systems for collecting and retaining rainwater (§ 74 (3) No. 2 State Building Code)
3.9.1 For the rainwater generated, systems for collecting and retaining with delayed discharge into the separate sewer system must be installed on the properties (e.g. green roofs, retention cisterns, reuse of greywater, etc.).
3.9.2 Rainwater from commercial yard areas with typical commercial surface loading (surface type ≥ F4, cf. guidance for handling rainwater in urban areas – LUBW 2005) may only be discharged into the public rainwater sewer if it is sufficiently pre-treated. Plans for rainwater treatment must be submitted to the lower water authority to obtain the necessary permits.
3.9.3 The discharge of operational wastewater into the public rainwater sewer is not permitted.
3.9.4 Outdoor areas where water-polluting substances are handled (e.g. loading and unloading areas) must fundamentally be sealed liquid-tight according to the generally accepted rules of technology. These must be connected to the wastewater sewer or covered. Whether a permeable surface sealing is permitted can be roughly estimated using the assessment procedure of the guidance for handling rainwater in urban areas.
NOTE: Drainage systems must be constructed according to the generally accepted rules of technology and require approval by the municipality.