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Timaru District Council

Stormwater Detention & Retention Requirements

Canterbury Region

Source Documents

These are the council documents used to build the TDC calculator. If a link is broken, the document may have moved on the council website.

📄
Stormwater Management Acceptable Solution No. 1, Version 2 (Feb 2024)
PDF Primary Source
🌐
TDC Stormwater Information Page
Council website - may contain updated links if documents above have moved.

Calculation Methodology

Design event: 10-year ARI (Annual Recurrence Interval)

Retention

25% of tank volume

Method

Table lookup. 4 rows covering 30-250m2 roof. Sub-locations: Timaru, Geraldine, Temuka/Pleasant Point with different orifice sizes.

Design Requirements

  • Tank must be above ground (slimline or round)
  • Leaf diverter required on downpipe to tank
  • Overflow must NOT connect to main stormwater system
  • Overflow must discharge to visible overland flow path
  • Total site impervious surface must be less than 70%
  • Orifice diameter and height per Table 1 exactly
  • Residential development only

Submission

CouncilTimaru District Council
RegionCanterbury
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Last verified: March 2026 - NZ Detention Tank Calculator