NCC 2022 Volume Three - Plumbing Code of Australia
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E4
TAS Part E4 Stormwater surface and sub-surface drainage systemsTAS Part E4 Stormwater surface and sub-surface drainage systems
This Part sets out the requirements for a surface drainage system to a Network Utility Operator's stormwater system or an approved disposal system.
Objectives
The Objective of this Part is to—
Objective
Functional Statements
Buildings and their surroundings are to be provided with a surface drainage and subsurface drainage installation and be constructed in such a manner as to provide protection for people, property and the environment from the adverse effects of stormwater.
Functional statements
Performance Requirements
Surface drainage systems
A subsoil drainage system must remove excess groundwater and reduce soil moisture levels to prevent loss by changing soil moisture conditions.
Subsurface drainage
Design, construction and installation
Deemed-to-Satisfy Provisions
Performance requirements E4P1 to E4P3 are satisfied by complying with E4D2 and E4D3.
Application
A surface and subsurface drainage system must comply with—
General requirements
Surface water must be prevented from escaping a liquid trade waste generating area though the installation of a bund, speed hump or other feature a minimum of 150 mm high surrounding the area.
Stormwater drains alone may not be adequate as stormwater will often flow over the grate and enter a liquid tradewaste generating area. The total surface water across the site is to be considered and the height of the bund or other feature should be increased where there is a risk of stormwater entering the liquid Tradewaste generating area.
See TAS Figure E3D3 for a typical diagram of roofing and bunding of liquid tradewaste generation areas.
Protection from surface water