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Foul Sewers and Lateral Drains presentation - WRc · PDF file• Method from BS EN 752...

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© WRc plc 2012 Foul Sewers and Lateral Drains
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Page 1: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Foul Sewers and Lateral Drains

Page 2: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

• Pipe serving one property• Not adoptableDrain

• Outside the curtilage• Connects to a sewer

Lateral Drain

• Serves more than 1 property• Have an outfall Sewer

Sewers and Lateral Drains

All types of sewers and lateral drains must take drainage from buildings

Page 3: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

• Access to clear blockages

• Pipes preferable in accessible areas

• Proximity to buildings

• Proximity to trees

• Minimum depth

Layout

Page 4: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Approved Document H1 Foul Drainage – 2.51“Access points to sewers (serving more than one property) should be in places where they are accessible and apparent for use in an emergency. Examples of suitable locations include highways, public open spaces, unfenced front gardens and shared or unfenced driveways.”

Access to clear blockages

Page 5: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

A Sewerage Undertaker requires to be able to rod or jet to any point on the public sewer system from an accessible access point.

Functional requirement

Page 6: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Layout example

Page 7: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Pipes in accessible areas

Page 8: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Courtyard access

Page 9: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Archways

Page 10: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Building over sewers – Requirement H4. (1)

“The erection or extension of a building or work involving the underpinning of a building shall be carried out in a way that is not detrimental to the building or building extension or to the continued maintenance of the drain, sewer or disposal main.”

Proximity to buildings – H4 requirements

Page 11: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

• The building should not damage the sewer

• If the sewer fails, it should not damage the building

• Should not obstruct maintenance

Approved document H

Page 12: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Proximity to buildings

Page 13: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Proximity to Buildings

Page 14: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Proximity to Trees

Page 15: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

• Gardens (no vehicles) 0.35m• Domestic driveways (no HGV) 0.5m• Domestic driveways (HGV access) 0.9m• Agricultural Land 0.9m• Public Open Space 0.9m• Highways 1.2m

Minimum depth of cover to crown

Page 16: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Access chambers

Page 17: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Access chambers – Type 3

Page 18: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Plastic chambers

Page 19: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Type 4

Page 20: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Small access chambers

Page 21: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

Page 22: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

• 4000 litres per dwelling per day • Method from BS EN 752• Alternative method BS EN 12056-2

Hydraulic design

Page 23: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

• 0.75 litres per second – 1/3 design flow• Different calculation for small and large

sewers.

Self cleansing

Page 24: Foul Sewers and Lateral Drains presentation - WRc  · PDF file• Method from BS EN 752 • Alternative method BS EN 12056-2 Hydraulic design © WRc plc 2012

© WRc plc 2012

QUESTIONS?


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