​​​​​​​<< ​​5-Waters Volume 2 - Water Supplies
​​​​​​​​​​​​​​​​​​<< ​​Leeston Doyleston Water Supply​​​​
Prebbleton Water Supply >>​​​

15   Lincoln Water Supply


15.1      Scheme Summary


Description​ Quantity
Estimated Population Served ​
7,442

Scheme Coverage

(1 Jan 2021)

Full Charges2,544
Half Charges0
>1 Charges
28
System Components
Bores/Intakes (No.) 5
Treatment/Disinfection 1
(Filtration and UV treatment is only in place on the Veuve Drive well, the other wells provide untreated groundwater)
Reservoirs (No.) 0
Pump Stations (No.) 4
Piped (m)104,160
History Original scheme installation date 1983
Value ($)
Replacement Cost $13,555,301.15
Depreciated Replacement Cost $10,730,350.06
Financial

Operator cost (scheduled and reactive maintenance) per connection

$66.72/connection

Demand (m3)

(1 Jan – 31 Dec 2020)

Average daily 2,484
Peak daily 5,615
Minimum daily 32.5
Average daily per connection 0.97
Type of Supply  High pressure and unrestricted
Target Pressure & Flow at boundary
Pressure >310kPa
Flow >20L/min
Sustainability Well Security Secure

 

15.2       Key Issues

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

Table 15‑1 Lincoln Scheme Issues​

What's the Problem​ What we plan to do
The Lincoln Water Supply will require additional source capacity as population and associated demand increases.  The source capacity will be managed by Council, but generally onsite pipe works will be undertaken by developers as part of their subdivision work.  Council will monitor growth and demand and initiate increased capacity upgrades through the schemes Infrastructure Plan. 
Councl are looking at an update to the bulk water extraction policy across the district.
The Kildare Terrace pumps are nearing the end of their economic life and pump renewals is expected within the life of this plan. Council will monitor the pump condition and develop and implement a renewal programme, subject to new wells replacing the need for this well.

​Catchment management 
​Council are investigating groundwater quality within the water supply protection zones, and working with ECan on this matter
​Pressure zoning will be required within Lincoln's reticulation network, because it is growing so large

​Council are planning to install more pressure monitoring devices within the reticulation network, and we are developing a Target Pressure Plan and Network Management Strategy

​The water supply is becoming more vulnerable to contamination from backflow, because there are more commercial and irrigation sites in Lincoln
​Council are underway with a district-wide backflow prevention project
The scheme has no ability to chlorinate if required in an emergency
​Council are planning for upgrades to the Lincoln water supply to allow on-demand chlorination, if there is an emergency or transgression/contamination event.


15.3       Overview & History

The township was originally supplied water by individual bores on each property. Individual water supplies were established for the Murray Place and Cole Street (now named Millstream Drive) subdivisions in 1975/76. A community supply was installed in 1983 after nitrogen levels in the groundwater became elevated. The Murray Place bore was abandoned and the Millstream Drive bore incorporated to the new system. A new bore was drilled at Kildare Terrace utilising surface pumps to provide the bulk of the demand. By 1988 groundwater levels had dropped due to peak summer demand and the surface pumps at Kildare Terrace were replaced with a single bore pump. A third bore was drilled at West Belt in 1998 to accommodate the increasing population, and a standby generator was installed at Kildare Terrace the following year to ensure continuity of supply.

A fourth source on Eastfield Drive was drilled in 2014 and brought online in 2016 to accommodate the continued population growth. The new source consisted of a deep bore consented at 100 L/s along with the ability to automatically flush the bore during any high turbidity events. The Eastfield Drive source now serves as the main point of supply for the Lincoln Water Supply Scheme, supplying over 60% of the total volume of water consumed. 

In 2020 a fifth source, Veuve Drive, was brought online. The source consisted of a deep bore consented for 140L/s. A temporary container treatment plant was installed to allow the source to be brought online immediately and cater for the increasing summer water demand. A well at Vernon Drive has been drilled but is not yet online.​

​The Lincoln township is also home to Lincoln University, who have their own water supply and are not supplied from the Lincoln Water Supply Scheme. 

​​

​​​
​​ Figure 15-1
LINCOLN Water - Scheme map

Open larger map: 'Water Scheme'

Lincoln - Scheme Schematic.png

Figure 15‑2 Scheme Schematic


15.4       System Capacity

Lincoln is planned to experience significant growth over the next 30-years, which will result in a significant increase in new water connections. Figure 15‑3 shows the projected growth in water demand for Lincoln to 2051, based on the latest housing projections​.

Hydraulic models have been used to plan future water infrastructure for Lincoln, as part of a master planning exercise. The master planning provides an assessment of the sizing and timing of new infrastructure for new water sources (wells) and pipelines to service growth.  Part of the master planning requires a water balance to be developed to forecast growth, using historical peak demand per household.  The water balance forecasts the peak instantaneous flow per year versus the water resources available to determine the staging of new wells.  The well staging assumes that one well is redundant for each water supply, to take into consideration maintenance of wells, planning/timing of new wells and security of supply i.e. to maintain average/peak demand.  The master planning exercise has identified that 4 new wells be required in Lincoln, to service growth and to allow for older, less productive wells to be decomissioned (Table 15-3).​

There are no reservoirs within the Lincoln Water Supply. The use of reservoir storage in Lincoln in future may reduce the total number of wells required and/or defer the timing of new wells.

V3 Lincoln - Water Balance Assessment.PNG
Figure 15‑3 Lincoln Water Demand


Table 15‑2 Existing Water Source Capacity 

Sites Available​ Well Capacity (L/s) Notes
Kildare Tce136To be decommissioned 
Millstream Drive110To be decommissioned 
West Belt135
 
Eastfield Drive
160Consented for 100 L/s
​Veuve Drive
​1
​65
​Consented for 140 L/s
​Vernon Drive
​1
​60 (TBC)
​Not yet online

 

Table 15‑3 Future Water Source Capacity​​

New Site ID​ Location Planning Year Yield (L/s)
Linc4Decommission Kildare Terrace
2020/21
​-36
Linc5
Decommission Millstream
2020/21
-10
Linc7Veuve Drive #2
2025/26
65
Linc8
Decommission West Belt
2025/26
-35
​Linc9
​Vernon Drive #2
​2032/33
​60
​Linc10
​ODP5/ODP8 (site TBC)
​2046/47
​60


Lincoln - Master Plan.png

Figure 15‑4 Lincoln Master Plan


15.5       Resource Consents

The Lincoln water supply has a number of resource consents. Table 15‑4 shows the water take permitted by the resource consents for this scheme.

Table 15‑4 Resource Consents

Consent​

Description Location Date Issued Expiry DateBore

Consented Max Instantaneous Flow (L/s) Consented
Max Volume
​CRC090427
​To take and use water.
​North Belt, Lincoln
​14-May-08
​12-Aug-39
​M36/0108
​20

​3,600 m3per 7 consecutive days

CRC161472


To take and use groundwater
Liffey Domain, Coles Street and Eastfield Drive, Lincoln
25-Sep-15
31-Jan-35
​M36/1862
M36/1965
BX23/0300
50
18.9
100
892,944 m3 between 1 July and the following 30 June
​CRC183459
​To take and use groundwater for community water supply
Section 1 SO 483818
​31-Oct-18
​20-May-33
​M36/5377
BX23/0510
​35
70
​453,600 m3 between 1 July and the following 30 June​
​CRC200826
​To take and use groundwater
​Liffey Domain, Coles Street, Eastfield Drive & Burnett Lane, Lincoln
​27-Sep-19
​31-Jan-35
​M36/1862
M36/1965
BX23/0300
BX23/0862
​50
18.9
100
140
​​892,944 m3 between 1 July and the following 30 June​; no more than 8,640 m3/day from bore BX23/0862

 

15.6       Water Quality

The Lincoln water supply is fed by 5 operational wells, which are sampled twice weekly and one is sampled quarterly. The reticulation is sampled weekly. All wells except Veuve Drive are currently deemed to be secure groundwater (as at 20 July 2020). Treatment is in place at Veuve Drive (filtration and UV), but the other wells provide untreated groundwater

The following details E. coli transgressions for the period 2012 to 2020. No E. coli was identified in sampling of source water during this period.

Treatment

There have been no E. coli treatment transgressions during this period.

Zone

There have been no E. coli transgressions during this period.

Chemical Analysis

The following is a summary of the raw water chemical analysis carried out at the Lincoln Water Supply. 

Table 15‑5 Raw Water Chemical Analysis: Eastfield Drive Well

​​Parameter
​Standards ​ ​2017
​2018
​2019
​2020
​Status
​Total Lead (g/m3)
​0.01 (Maximum Acceptable Value)
​0.000125
​<0.00011
​<0.00011
​<0.000111
​✓
​pH (pH units)
​7 - 8.5 (Guideline Value)
​7.9
​7.8
​7.8
​7.9
​✓
​Total Hardness (g/m3 as CaCO3)
​<200 (Guideline Value)
​48.8
​49.9
​50.1
​47.1
​✓
​Total Calcium (g/m3)
​None
​16.56
​16.94
​16.83
​15.97
​✓
​Total Iron  (g/m3)
​<0.2 (Guideline Value)
​<0.021
​<0.021
​<0.021
​<0.021
​✓
​Total Sodium (g/m3)
​<200 (Guideline Value)
​8.71
​8.46
​8.31
​8.50
​✓
​Nitrate - Nitrogen (g/m3)
​11.3 (Maximum Acceptable Value)
​1.100
​1.089
​1.154
​1.181
​✓​


Table 15‑6 Raw Water Chemical Analysis: Veuve Drive Well

​​Parameter​
​Standards
​2019
​​Status
​​Total Lead (g/m3)
​​0.01 (Maximum Acceptable Value)
​0.00015
​✓​
​pH (pH units)
​​7 - 8.5 (Guideline Value)
​7.8
​✓​
​​Total Hardness (g/m3 as CaCO3)
​<200 (Guideline Value)
​49
​✓​
​​Total Calcium (g/m3)
​​None
​17.1
​✓​
​​Total Iron  (g/m3)
​​<0.2 (Guideline Value)
​0.039
​✓​
​Total Sodium (g/m3)
​<200 (Guideline Value)
​8
​✓​
​Nitrate - Nitrogen (g/m3)
​​11.3 (Maximum Acceptable Value)
​0.84
​✓​


Table 15‑7 Raw Water Chemical Analysis: Kildare Terrace Well

​​Parameter
Standards​​
​2008
​2011
​2013
​2015
​2017
​2018
​2019
​2020
​Status
​Total Lead (g/m3)
​0.01 (Maximum 
Acceptable Value)
​0.00099
​0.00016
​<0.00011
​0.00026
​0.00020
​0.000205
<0.00011​​0.000379
​✓​
​​pH (pH units)
​7 - 8.5 (Guideline Value)
​7.7
​7.5
​7.7
​7.9
​8.2
​7.7
​7.9
​7.9
​✓​
​Total Hardness (g/m3 as CaCO3)
​​<200 (Guideline Value)
​41
​59
​54
​50
​29
​51.8
​47.5
​52.4
​✓​
​Total Calcium (g/m3)
​​​None
​14
​18.9
​17.9
​16.5
​10.0
​17.05
​15.73
​17.64
​✓​
​Total Iron  (g/m3)
​​​<0.2 (Guideline Value)
<0.02​
​<0.021
​<0.021
​0.52
​0.57
​<0.021
​3.52
​0.179
​X
​Total Sodium (g/m3)
​<200 (Guideline Value)
​8
​10.5
​9.1
​9.4
​8.8
​9.08
​9.55
​9.04
​✓​
​Nitrate - Nitrogen (g/m3)
​​​11.3 (Maximum
Acceptable Value)
​1.4
​1.65
​1.51
​1.24
​<0.05
​1.62
​0.815
​1.66
​✓​


Table 15‑8 Raw Water Chemical Analysis: West Belt Well

​​Parameter
Standards​
​2008
​2011
​2013
​2015
​2017
​2018
​2019
​2020
​Status
​​Total Lead (g/m3)
​​0.01 (Maximum
Acceptable Value)
​<0.0001
​<0.00011
​0.00013
​<0.00011
​<0.00011
​<0.00011
​<0.00011
​<0.00011
​​✓​
​​​pH (pH units)
​​7 - 8.5 (Guideline Value)
​7.6
​7.6
​7.6
​7.9
​7.8
​7.7
​7.8
​7.9
​​✓​
​Total Hardness (g/m3 as CaCO3)
​​​<200 (Guideline Value)
50​
​61
​58
​57
​51.8
​57.1
​61.2
​56.2
​​✓​
​​Total Calcium (g/m3)
​None
​16
​19.7
​18.5
​18.2
​16.91
​18.71
​19.83
​18.04
​​✓​
​Total Iron  (g/m3)
​<0.2 (Guideline Value)
<0.02​
​<0.021
​<0.021
​<0.021
​<0.021
​<0.021
​<0.021
​<0.021
​​✓​
​Total Sodium (g/m3)
​<200 (Guideline Value)
​9.5
​10.8
​10.6
​10.6
​9.75
​10.45
​10.32
​10.11
​​✓​
​​Nitrate - Nitrogen (g/m3)
​​​​11.3 (Maximum
Acceptable Value)
​1.3
​1.68
​1.53
​1.63
​1.63
​1.75
​1.96
​1.87
​​✓​​​


15.7​​       Scheme Assets

A summary of material and diameter for pipes in Lincoln is shown by Figure 15‑5 and Figure 15‑6.

Figure 15‑5 Pipe Material – Lincoln


Figure 15‑6 Pipe Diameter – Lincoln

 

​15.8       Operational Management

The water supply is operated and maintained under two maintenance contracts as follows:

  • Contract 1241: Water Services Contract.  Contract is with SICON who undertakes investigations, conditions inspections, proactive and reactive maintenance and minor asset renewals; and
  • Contract 1202: Parks and Reserves Contract.  Contract is with SICON who undertakes the maintenance of land scape features related to water services e.g. mowing, gardens etc.

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

 

15.9       Photos of Main Assets





​​V2 Lincoln - Photo 1 Kildare Terrace plant building.jpg
Photo 1: Lincoln Kildare Terrace plant building
Lincoln - Photo 2 Millstream pump shed.jpg
Photo 2: Millstream pump shed
​​Lincoln - Photo 3 West Belt bore headworks.jpg
Photo 3: West Belt bore headworks

V2 Lincoln - Photo 4 Lincoln Eastfield Dr Water bore, control building and flush chamber.jpg

Photo 4: Lincoln Eastfield Dr - Water bore, control building and flush chamber


15.10       Risk Assessment

A risk assessment has been undertaken for the Lincoln 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. Table 15‑9 outlines the risk priority rating, Table 15‑10 outlines the risks and the list of key projects is found in Table 15‑15.

Table 15‑9 Risk Priority Rating

Risk Score​ Level of Risk Risk Response
> 50Extreme

Awareness of the event to be reported to Council. 

Urgent action to eliminate / mitigate / manage the risk.

Document risk and action in the AMP.

35-50Very HighRisk to be eliminated / mitigated / managed through normal business planning processes with responsibility assigned.
14-35HighManage risk using routine procedures.
3.5-14ModerateMonitor the risk.
< 3.5Low

Awareness of the event to be reported to Council. 

Immediate action required to eliminate / mitigate / manage the risk.

Document risk and action in the AMP.


Table 15‑10 Risks – Lincoln

Risk​​ Action/Project Year Identified 2014 Risk Rating 2017 Risk Rating Residual Risk Rating
Insufficient water supply capacity for growth
Design reservoir and bore, site behind Lincoln New World Supermarket
2014
90
9027
Insufficient water supply capacity for growthConstruct bore and reservoir 2014909027
Electrical failure due to lightning or network spikesInstall surge diverters2014202020
Failure to meet NES water meter standardsNES Water Meter Compliance20142066
Inability to collect income from non-metered propertiesInstall property water meters201445453.5
Non-compliance with the DWSNZDWSNZ - Age Testing2014200.70.7
Non-compliance with the DWSNZDWSNZ - Bore-head security2014202020
Non-consented activitiesRenewal of consents201427276
Inadequate treatment under all conditionsUV treatment
2017

5
5
Inadequate capacity into the future
2017 
4510


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

15.11       Asset Valuation Details

The total replacement value of assets within the Lincoln water scheme is $13,555,301 with further details in Table 15‑11 below.

Table 15‑11 Replacement Value, Lincoln

Asset Class 1​ Asset Class 2 Sum of Replacement Value
Plant and Equipment ​$647,556​
Water Reticulation ​​ ​​ ​​ ​
Hydrant
$870,974
Lateral$414,706
Pipe$8,438,457
Supply Point$2,231,457
Valve$952,152


15.12       Renewals

The renewal profile has been taken from the 2019 5 Waters Valuation. A graph showing the renewals for this scheme is shown in Figure 15‑7 below. There is a backlog of assets due for renewal now, and a further peak in renewals due in 2033/2034.​

Figure 15‑7 Lincoln Water Renewal Profile

 

15.13       Critical Assets

The criticality model for Lincoln 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 15‑12 and Figure 15‑8 below shows the calculated criticality for all of the assets within this scheme that have a recorded known length.

Table 15‑12 Length of Assets per Criticality Level

Criticality Bands​ Length (m)
5
Low43,432
4
Medium-Low23,321
3
Medium20,379
2
Medium-High14,139
1
High1,648​

​​

​​​
​​ Figure 15-8
LINCOLN Water - Criticality map

Open larger map: 'Water Criticality'


15.14       Asset Condition

The asset condition model was run for Lincoln in 2021. The methodology of the model can be found in 5Waters Activity Management Plan: Volume 1 which provides details of how the model has been calculated for the pipe reticulation assets. Figure 15‑9 below shows the level of asset condition for these assets within this scheme that have a recorded known condition.

​​​
​​ Figure 15-9
LINCOLN Water - Condition map

Open larger map: 'Water Condition'

​Table 15‑13 provides a description of the condition rating used within the condition model.

Table 15‑13 Asset Condition Grading

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

 

The number of pipe faults is also measured through the asset management system. Figure 15‑10 shows the known historic pipe failures within this scheme.

​​​
​​ Figure 15-10
LINCOLN Water - Pipe Faults map

Open larger map: 'Water Pipe Faults'


15.15       Funding Program

The 10 year budgets for Lincoln are shown by Table 15‑14. Budgets are split into expenditure, renewals, projects and capital projectsExpenditure 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 15‑14 Lincoln Budget Summary

Years​ ​Projects Capital Projects
2021/2022 $1,000
$2,417,110
2022/2023 $2,000
 $199,425
2023/2024 -
-
2024/2025 -
$144,425
2025/2026 -
 $200,000
2026/2027 -
 $48,600
2027/2028
 -
-
​2028/2029
​-
​-
​2029/2030
​-
​-
​2030/2031​
​-
​-
Total  $3,000
$3,009,560


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.

There are several major projects for Lincoln water scheme in the LTP budget. 

Table 15​‑15 Key Projects

Account Label​ GL​ Description  Year 1 ($)  Year 2 ($)  Year 3 ($)  Years 4 to 10 Funding Split ​*
Capital Projects404790032Construct reservoir and pumps$2,000,000
-
​-
-
90% G
Capital Projects404790035Lincoln growth

$417,110
$144,425
-
$393,025
100% G
​Capital Projects
​-
​SCADA and Monitoring
​-
​$40,000
​-
​-
​100% LoS
​Capital Projects
-​​Treatment Upgrades
​-
​$15,000
​-
​-
​​100% LoS

Where LoS refers to Level of Service and 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. ​

​<< ​​5-Waters Volume 2 - Water Supplies
​​​​​​​​​​​​​​​​​​<< ​​Leeston Doyleston Water Supply​​​​
Prebbleton Water Supply >>​​​