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​9   Leeston Wastewater Scheme


9.1       Scheme Summary

 

Description Quantity
Estimated Population Served ​
2,857
Scheme Coverage ​​ ​
(1 Jan 2021)
Full Charges874
Half Charges87
>1 Charges15
System  Components ​​ ​​ ​​ ​
Piped (m)27,880
Manholes (No.)229
Pump Stations (No.)5
TreatmentN/A (to Ellesmere STP)
DisposalN/A (to Ellesmere STP)
HistoryOriginal scheme installation date1975
​Value ($) ​
Replacement Cost$15,310,917
P&E equipment is counted within the Ellesmere Sewerage Scheme
Depreciated Replacement Cost$9,274,074
P&E equipment is counted within the Ellesmere Sewerage Scheme
FinancialOperator cost (scheduled and reactive maintenance) per connection
$101.22/connection
Demand ​​ ​​ ​​ ​​
(1 Jan - 31 Dec 2020)
Annually (m3)154,468
Average daily (m3) 423
Peak daily (m3) 1,372
Minimum daily (m3) 3.6
Infiltration Yes
SustainabilityUltimate discharge pointLand and surface water based treatment. Ultimately discharged to Te Waihora/Lake Ellesmere.

 

9.2       Key Issues

The following key issues are associated with the Leeston Wastewater Scheme. A list of district wide issues are located in 5Waters Activity Management Plan: Volume 1.

Table 9‑1 Leeston Scheme Issues

What's the Problem What we plan to do
Significant infiltration and inflow is experienced during wet weatherTarget renewals to address infiltration and investigate sources of infiltration
Capacity to meet growth demands Construct capital upgrades to meet growth demands

 

9.3       Overview & History

Leeston Township is located in an area lower than the surrounding land and soakage is very poor.  Ground water levels vary from 1.5m in summer to 0.3m below ground level in winter.  In 1975 reticulation and an oxidation pond were installed to replace a “night cart" service for the township and sullage that went to local waterways (Tramway Reserve Drain) from side channels.

In 1993 both pump stations were substantially upgraded along with installation of an aeration pond to increase treatment capacity.  In 2003 further extension of the treatment system occurred with additional ponds and the upgrading of the wastewater disposal system.  ​

​​​
​​ Figure 9-1
LEESTON Sewer - Scheme map

Open larger map: 'Sewer Scheme'


V3 Leeston - Scheme Schematic.png

Figure 9‑2 Scheme Schematic


V3 Leeston - Master Plan.jpg

Figure 9-3 Leeston Master Plan


 V3 Leeston - Pump Station Failure Map.jpg

Figure 9‑4 Pump Station Failure Map


9.4       System Capacity

Flows from Leeston, Doyleston and Southbridge schemes are treated at the Leeston Wastewater Treatment Plant. The Doyleston, Leeston and Southbridge schemes are operating within the maximum design limits occasionally reaching the design flow maximum for the current population.

Master planning work for the network has been completed (Figure 9‑3). 

Section 9.6.2 provides pump station capacity information. 

V3 Leeston - Wet Weather Flow Capacity Map.jpg

Figure 9‑5 Wet Weather Flow Capacity Map


9.5       Resource Consents

Leeston township is part of the Ellesmere scheme. Therefore, all wastewater is pumped to the Ellesmere Treatment Plant located in Leeston. The resource consents required for this treatment plant are in the Ellesmere section of this plan.

 

9.6       Scheme Assets

A summary of the assets within this scheme is outlined in this section.


9.6.1   Reticulation Overview

A summary of material and diameter for pipes is shown in Figure 9‑6 and Figure 9‑7.​

Figure 9‑6 Pipe Material - Leeston


Figure 9‑7 Pipe Diameter - Leeston

 

9.6.2   Pump Stations

There are five pump station within the Leeston Scheme, these pump to Leeston WWTP. Details are tabled below in Table 9‑2.

Table 9‑2 Pump Stations

Site Name Wet well dimensions Wet Well area (m2) Wet Well Depth (m) No of pumps Pump curve used Recorded Flow (L/s) Model Pump Rate (L/s) ADWF (L/s) PDWF (L/s)
Leeston (S) Cunningham St1800 Ø2.562Flygt NP3153 13.5 kW4037.50.40.6
Leeston (S) Lambie St900 Ø0.642Flygt NP3085 2.4 kW7.57.50.41.1
Leeston (S) Clausen Avenue1500 Ø1.852Flygt NP3085 2.4 kW880.0060.02
Leeston (S) Station St2100 Ø3.53.52

Flygt NP3127 437 5.9 kW

Flygt NP3153 MT433 9 kW

3632.41.64.1
Leeston (S) Lake Rd1800 Ø4.23.52

Flygt NP3127 437 5.9 kW

Flygt NP3153 HT456 9 kW

N/A20.42.36.1

 

Table 9‑3 Pump Station Storage Time Analysis

Pump Station Town Hours until HLA reached Hours until first spill Spill Level (m AD) Spill Location – Model ID
Leeston (S)
Cunningham St
Leeston11112319.760614709
Leeston (S)
Lambie St
Leeston4045.620.409608870
Leeston (S)
Clausen Avenue
Leeston----
Leeston (S)
Station St
Leeston9.551218.24024393
Leeston (S)
Lake Rd
Leeston4.6617.798xxxx002045

HLA = High Level Alarm.  The table assumes the pump station fails at 8:30am with peak flow occurring at 9am.


9.6.3   Rising Mains

Table 9-4 Rising Mains

Site Name​ Material Pressure Rating Internal diameter (mm) Comment
Cunningham to WWTPPVCUPN12180 
Lake Road to WWTPPVCU/PE80PN12/PN8135Assumed pressure rating on DN150 rising main
Clausen AvenuePVCUPN12102 
Lambie StPVCUPN981 

 

9.7       Operational Management

The wastewater schemes are operated and maintained under the maintenance contract as follows:

  • Contract 1241: Water Services Contract.  Contract is with SICON who undertakes investigations, conditions inspections, proactive and reactive maintenance and minor asset renewals.

Wastewater sampling is completed under an agreement with Food and Health Ltd as required.

 

9.8       Photos of Main Assets

 

V3 Leeston - Photo 1 - Station Street Pump Station.jpg
Photo 1 - Station Street Pump Station
V3 Leeston - Photo 2 – Lake Road Pump Station.jpg
Photo 2 – Lake Road Pump Station


9.9       Risk Assessment

A risk assessment has been undertaken for the Leeston scheme. The key output from the risk assessment is the identification of any extreme and high risks which need to be mitigated. In order to mitigate these risks they have been included and budgeted for in the projects within this LTP. There were no risks identified for this scheme.

9.10       Asset Valuation Details

The total replacement value of assets within the Leeston Scheme is $15,310,917 as detailed in Table 9‑5 below. This excludes P&E equipment, which is counted within the Ellesmere WWTP scheme valuation.

Table 9‑5 Replacement Value, Leeston

Asset Class 1 Asset Class 2 Sum of Replacement Value
Wastewater Reticulation ​​ ​​ ​​ ​
Chamber$1,451
Lateral$2,822,190
Manhole$1,509,938
Pipe$10,925,344
Valve$51,993


​9.11       Renewals

The renewal profile has been taken from the 2019 5 Waters Valuation. A graph showing the renewals for this scheme are shown by Figure 9‑8 below.

Figure 9‑8 Leeston Wastewater Renewal Profile

 

9.12       Critical Assets

The criticality model for Leeston has been updated for the 2021 AcMP. The methodology of the criticality model can be found in 5Waters Activity Management Plan: Volume 1 and it provides details of how the criticality has been calculated for the reticulation assets. Table 9‑6 and Figure 9‑9 below shows the calculated criticality for all of the assets within this scheme that have a recorded known length.

Table 9‑6 Length of Assets per Criticality Level

Criticality Bands Length (m)
5
Low15,988
4
Medium-Low7,669
3
Medium2,647
2
Medium-High859
1
High952​


​​​
​​ Figure 9-9
LEESTON Sewer - Criticality

Open larger map: 'Sewer Criticality'


​9.13       Asset Condition

The asset condition model was run for Leeston in 2021. The methodology of the model can be found in 5Waters Activity Management Plan: Volume 1 and it provides details of how the model has been calculated for the reticulation assets (particularly pipes). Figure 9-10 below shows the level of asset condition for all of the assets within this scheme that have a recorded known condition.

​​​
​​ Figure 9-10
LEESTON Sewer - Condition

Open larger map: 'Sewer Condition'

Table 9‑7 provides a description of the condition rating used within the condition model.

Table 9‑7 Asset Condition Grading

Condition Rating​ Grading
1.0Excellent
2.0Good
3.0Moderate
4.0Poor
5.0+Fail

 

9.14       Funding Program

The 10 year budgets for Leeston and the Ellesmere Sewerage Scheme are shown by Table 9‑8​. Budgets are split into expenditure, renewals, projects and capital projects. Expenditure and renewals have been reported on a district-wide basis in Volume 1. 

All figures are ($) not adjusted for CPI “inflation".  They are calculated on historical data, and population growth where relevant.

Table 9‑8 Leeston Budget Summary

Years​ Projects Capital Projects
2021/2022 -
$100,000
2022/2023 -
 -
2023/2024 -
 -
2024/2025 -
 -
2025/2026 -
 -
2026/2027 -
 -
2027/2028
 -
 -
​2028/2029
​-
​-
​2029/2030
​-
​-
​2030/2031
​-
​-
Total​
 -
$100,000


An explanation of the categories within the budgets are as follows below:

  • Expenditure consists of operation and maintenance costs;
  • Renewals are replacement of assets which are nearing or exceeded their useful life;
  • Projects are investigations, decisions and planning activities which exclude capital works; and
  • Capital projects are activities involving physical works.

​Table 9‑9 Key Projects

Account Label GL Description  Year 1 ($)  Year 2 ($)  Year 3 ($)  Years 4 to 10 Funding Split *
Capital Projects-
Refurbishment of pump station (Lambie Street pump station)
 $100,000
 -
-
-
TBC

* LoS refers to Level of Service; G refers to Growth

The list of district wide projects can be found in 5Waters Activity Management Plan: Volume 1.

Discussion on Projects

Projects have been determined based on their:

  • Relevance to the scheme
  • Requirement to be completed under legislation
  • Ability to bring the scheme up to or maintain the Level of Service required under council's Asset Management Policy. 

Many projects are jointly funded by more than one scheme and activity.  Each scheme pays a pro-rata share only, equivalent to the number of connections.

Discussion on Capital and Projects

Where relevant, Capital (Levels of Service) and Capital (Growth) projects have been included in the scheme financial details. 

Levels of Service Projects and growth splits have been provided to ensure the costs of population driven works are clear.​

 

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