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)
TDC Stormwater Information Page
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
Last verified: March 2026 - NZ Detention Tank Calculator