Since the budget cap was set in 2024, Council has carried out significant work to assess alternatives. Elected members have now narrowed that work down to two options.
The main differences are where treated wastewater would be discharged, how each option operates, and what each option costs.
Option 1: Keep the discharge at or near Tōtara Road after a major treatment plant upgrade
Cost: $292m + adaptive management ($1m per year for 40 years)
Under this option, treated wastewater would continue to be discharged into the Manawatū River at or near the existing outlet on Tōtara Road in Awapuni. Wastewater would be treated to a much higher standard than it is today before discharge, including:
- Reducing nitrogen from around 35 mg/L to around 4–5 mg/L
- Removing additional phosphorus
- Achieving extremely low bacteria levels
- Removing almost all solids from the water.
Why this option is different
This part of the river has a harder gravel and rock bed, so nutrient limits are stricter to stop excess periphyton growth – commonly associated with algae. Meeting those standards at low river flows would require continuous use of alum to remove extra phosphorus, which produces more sludge as part of the treatment process.
| |
Capital cost ($millions) |
Rating impact per connection ($) |
| 2026 |
1.967 |
2 |
| 2027 |
1.214 |
6 |
| 2028 |
1.062 |
8 |
| 2029 |
1.059 |
10 |
| 2030 |
10.1 |
19 |
| 2031 |
40.695 |
63 |
| 2032 |
65.72 |
162 |
| 2033 |
65.541 |
289 |
| 2034 |
65.541 |
414 |
| 2035 |
39.106 |
518 |
| 2036 |
0 |
559 |
| 2037 |
0 |
554 |
| 2038 |
0 |
550 |
| 2039 |
0 |
545 |
Option 2: Use two discharge locations depending on river flow conditions
Cost: $370m + adaptive management ($1m per year for 40 years)
Under this option, treated wastewater would be discharged to the Manawatū River at Tōtara Road when river flows are high, and below Ōpiki Bridge when river flows are low. Wastewater would still receive a very high standard of treatment before discharge, including:
- Reducing nitrogen from around 35 mg/L to around 4–5 mg/L
- Removing phosphorus using additional treatment, but less than Option 1
- Achieving very low bacteria levels
- Remove almost all solids from the water.
Why this option is different
This approach uses river conditions to manage effects. It avoids continuous alum use during lower flows by sending treated wastewater further downstream to a softer-bottom part of the river, but it requires a new pipe to Ōpiki and extra pumping infrastructure.
| |
Capital cost ($millions) |
Rating impact per connection ($) |
| 2026 |
1.967 |
2 |
| 2027 |
1.214 |
6 |
| 2028 |
1.062 |
8 |
| 2029 |
1.059 |
10 |
| 2030 |
12.665 |
21 |
| 2031 |
51.738 |
76 |
| 2032 |
83.697 |
203 |
| 2033 |
83.468 |
365 |
| 2034 |
83.468 |
524 |
| 2035 |
49.666 |
656 |
| 2036 |
0 |
708 |
| 2037 |
0 |
702 |
| 2038 |
0 |
696 |
| 2039 |
0 |
690 |
Read more about the two options on pages 8-11 of the feedback booklet.