This code of practice outlines methods for the investigation, design, and construction of drainage systems for building basements. It addresses sources of subsurface water, methods for its exclusion (waterproofing) and removal (gravity or pumped systems), and provides guidance on system components like drains, sumps, and pumps.
Code of practice for drainage of building basements
Quick Reference Values
Minimum slope for gravity drain pipes1 in 100
Minimum diameter for sub-soil drain pipes100 mm
Recommended thickness of gravel filter layer around pipes150 mm
Number of standby pumps recommended1 (of same capacity as main pump)
Practical Notes
A thorough geotechnical investigation to determine the highest water table level and soil permeability is the most critical first step for a successful design.
For critical basements, a dual system combining comprehensive waterproofing (tanking) with an active drainage system is highly recommended for maximum protection.
Ensure pump redundancy with at least one standby pump and a reliable backup power source (like a generator or UPS) to prevent flooding during power failures or pump malfunction.