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5  ​ Dalethorpe Water Supply


5.1       Scheme Summary


Description​
​Quantity
Estimated Population Served ​ 192​

Scheme Coverage

(1 Jan 2021)

Units sold
405
Connections
101
System Components
Bores/Intakes (No.)1 Intake
Treatment/Disinfection1
UV + Chlorine backup at Dalethorpe
Reservoirs (No.)4
Dalethorpe – 1 tank,
Springfield Rd – 1 plastic tank,
Bluff Rd – 1 concrete tank,
Wyndale No 1, Pigsaddle Rd – 1 plastic tank
Pump Stations (No.)3
Piped (m)61,273
HistoryOriginal scheme installation date1974-78
Value ($) ​
Replacement Cost$4,711,133
Depreciated Replacement Cost
$2,360,962
FinancialOperator cost (scheduled and reactive maintenance) per connection​
$351.39/connection

Demand (m3)

(1 Jan – 30 Dec 2020)

​​ ​​ ​​
Average daily
389
Peak daily 555
Minimum daily5.3
Average daily per connection 3.8
Type of Supply 
Restricted
​Target Pressure & Flow at boundary ​
Pressure>150kPa
Flow±10% maric size
SustainabilityWell SecurityUnsecure

5.2       Key Issues

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

Table 5‑1 Dalethorpe Scheme Issues

What's the Problem​​​ What we plan to d​o
Achieving compliance with the Health Act and amendments will require additional treatment at the intake, including chlorination.
Council will confirm the requirements for the Rural Agricultural Water Supplies from 2016. 
Over allocation in selected areas has had a significant effect on levels of service.  Modelling has confirmed under supply in some sections of the reticulation.  Future renewals and replacements must be carried out in a manner that ensures levels of service are not affected. Council will implement capital works plan to provide water treatment upgrades to meet the DWSNZ,
The condition assessment and renewal programme for pipe main replacement to ensure sufficient funding is available when replacement is required. Ongoing inspections and sampling of pipes at time of repair.
Council require easements/agreements to ensure access to reticulation mains. 
Council will identify critical assets requiring easements/agreements and acquire these at time of upgrade works.

​Backflow: all of the domestic connections only have air gaps, so the scheme is potentially vulnerable to for potential backflow issues.​

There is currently a district wide backflow prevention project underway.

 

5.3       Overview & History

Malvern Hills Rural Water Scheme (MHRWS) was installed from 1974 to 1978 for stock and domestic use for the area from Russell's Flat to the Selwyn River, but was extended to serve the townships of Whitecliffs, Glentunnel and Coalgate. The scheme was designed as a restricted supply with flow rates of about 90L/ha/day including domestic use.  Water is provided at low pressure and flow to the customer's storage tanks.

The MHRWS included two separate supply, treatment and distribution networks wh​ich are now known separately as Dalethorpe Water Supply and Hartleys Water Supply. The Dalethorpe Water Supply is the northern part of the MHRWS and covers approximately 8,223ha of r​ural land.  The i​ntake is located adjacent to the Hawkins River near Dalethorpe Road. 

Chlorine was originally used as the primary form of water treatment for the Dalethorpe scheme.  In 1986 a decision was made to remove chlorination.  This occurred in 1987 with the addition of UV treatment.  Chlorine was used as required mainly during times of high turbidity.

In 2016 a UV treatment upgrade occurred at the Dalethorpe scheme.  At this time Gas chlorination was introduced replacing the temperamental liquid chlorination system.

​​​
​​ Figure 5-1
DALETHORPE Water - Scheme map

Open larger map: 'Water Scheme'

DALETHORPE_Scheme Map__Sheet1.jpg

DALETHORPE WATER_Scheme Schematic_Sheet2.jpg

Figure 5‑2 Scheme Schematic

5.4       System Capacity

The Dalethorpe Water Supply provides water to a large rural area.  This is used for stock and other on-farm purposes, as well as for residential drinking water.  There are no towns connected to this water supply.  Water is supplied to a tank at each point of supply via a flow restrictor that limits the daily volume to an agreed allocation (2000L/day per dwelling plus 65 L/day/ha).  Peak day demand is approaching current abstraction capacity.  Further investigation and analysis would be required to confirm the adequacy of source and distribution capacity if the scheme area were to be expanded.

Table 5‑2 Capacity Summary

 ​

Flow Rate (L/s)

Daily Volume (m3)

Annual Volume (m3)

Comments
Abstraction Capacity6.9
596
 -
2 x pumps (duty/standby)
Consented Take
7.2624140,000 *CRC173785​
​Filter Capacity
​27.99
​-
​-
​-
​UV Capacity
​21.87
​-
​-
​Max flow at 90% UVT
Peak Demand7.2 **620148,640 *** -

*  inferred value, ** Pump flow, *** 2014​ 

​Note, the consent allows water to be shared as part of a water users group.  Refer CRC173786 & CRC173785


5.5       Resource Consents

The Dalethorpe water supply has one resource consent​. Table 5‑3 shows the water take permitted by the resource consent for this scheme.

Table 5‑3 Resource Consents

Consent​

Description Location Date Issued Expiry Date Consented Max Instantaneous Flow (L/s) Consented Max Daily Volume (m3/day)

CRC173785

To take and use water
Dalethorpe Road, SHEFFIELD
Lodged 31-Oct-004-May-367.2624

 

5.6       Water Quality

The water source for Dalethorpe Water Supply is non-secure. The source, treatment plant and reticulation zone are sampled twice weekly.

The following details E. coli transgressions for the period 2012 to 2020.

Source​

There have been 234 incidences of E. coli identified in source water during this period for Dalethorpe, highlighting the importance of water treatment.

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​Figure 5‑3 E. coli Transgressions – Source

Treatment

There have been six E. coli treatment transgressions during this period for Dalethorpe.

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Figure 5‑4 E.coli Transgressions – Treatment Dalethorpe


Zone

There have been four transgressions during this period for Dalethorpe, two in November 2012 and two in Jan 2013.

Chemical Analysis

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

Table 5‑4 Dalethorpe Water Supply Raw Water Chemical Summary

Parameter

S​tandards​
2008
20112013
2015
20172018​
2019​
​2020
Status
Total Lead (g/m3)0.01 (Maximum Acceptable Value)
​<0.0001
0.0002

​0.00034
​0.00014
0.000266
​0.000119
​0.00022
​0.000255
pH (pH units)7-8.5 (Guideline Value)
​7.1
7
​6.9
​7.4
7.3​6.9
​7.1
​7.5
Total Hardness (g/m3 as CaCO3)<200 (Guideline Value)
​33
38
​41
​43
40.2​31.3
​36.5
​41.8
Total Calcium (g/m3)n/v​8.7
10.1
​11
​11.4
10.7
​8.32
​9.66
​11.09
Total Iron  (g/m3)<0.2 (Guideline Value)
​<0.02
<0.021
​<0.021
​0.029
< 0.021
​<0.021
​<0.021
​<0.021
Total Sodium (g/m3)<200 (Guideline Value)
​5
5.9
​6.1
​7.4
5.98
​5.11
​6.09
​6.71
Nitrate - Nitrogen (g/m3)11.3 (Maximum Acceptable Value)
​2.1
0.25
​0.4
​0.27
0.318​0.595
​0.418
​0.203


5.7       Scheme Assets

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

Figure 5‑5 Pipe Material – Dalethorpe


​Figure 5‑6 ​Pipe Diameter – Dalethorpe


5.8       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.

5.9       Photos of Main Assets






​​V2 Dalethorpe - Photo 1 Dalethorpe Treatment Building.png
Photo 1: Dalethorpe Treatment Building
V2 Dalethorpe - Photo 2 View of Dalethorpe treated water storage reservoirs.jpg
Photo 2: View of Dalethorpe treated water storage reservoirs
V2 Dalethorpe - Photo 3 Bluff Road Res.jpg
Photo 3: Bluff Road Res
V2 Dalethorpe - Photo 4 Water Treatment Plant.jpg

Photo 4: Dalethorpe Water Treatment Plant


5.10       Risk Assessment

A risk assessment has been undertaken for the Dalethorpe 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 5‑5 outlines the risk priority rating, Table 5‑6 outlines the risks and the list of key projects is found in Table 5‑11The list of district wide risks can be found in 5Waters Activity Management Plan: Volume 1.

Table 5‑5 Risk Priority Rating

Risk Score​ Level of Risk Risk Response
> 50
Extreme

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 5‑6 Risks – Dalethorpe

Risk​ Action/Project​ Year Identified 2014 Risk Rating 2017 Risk Rating Residual Risk Rating
Cl2 does not have adequate contact timeRec​​​onfigure tanks at Dalethorpe to allow effective chlorination2014272712
Contamination within reticulationInvestigate Chlorination2014122.12.1
Lack of SCADA results in undetected failuresPut SCADA at the other reservoir (Springfield Road) or/and Bluff Road shed201462.12.1
ContaminationBackflow preventer needed well head to be brought above ground2014121212
Electrical failure due to lightning or network spikesInstall surge diverters201462.12.1
Non-consented activitiesRenewal of consents201427276
Inadequate treatment under all conditionsInstall filtration
2017 203.5
Scheme impacted by poor water qualityauto flush
2017 4520
Inadequate capacity into the futureDalthorpe Wyndale Road cnr to Springfield Road PS2017 122


5.11       Asset Valuation Details

The total replacement value of assets within the Dalethorpe water scheme is $4,711,133 with further details in Table 5‑7 below.

Table 5‑7 Replacement Value, Dalethorpe

Asset Class 1​​ Asset Class 2 Sum of Replacement Value
Plant and Equipment​ ​$656,563
​​​​​Water Reticulation ​ ​ ​ ​ ​ ​Fire​
​$42,476
Hydrant$4,620
Lateral
$27,137
Pipe$3,867,299
Supply Point$68,192
Valve$44,846


5.12       Renewals

The renewal profile has been taken from the 2019 Waters Valuation. A graph showing the renewals for this scheme are shown by Figure 5‑7 below. The majority of renewals occur in the first ten years​.​

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​Figure 5‑7 Dalethorpe Water Renewal Profile

 

5.13       Critical Assets

The criticality model for Dalethorpe 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 5‑8 and Figure 5‑8 below shows the calculated criticality for all of the assets within this scheme that have a recorded known length.

Table 5‑8 Length of Assets per Criticality Level

Criticality Bands​ Length (m)​
5
Low
50,714
4
Medium-Low6,047
3
Medium868
2​
Medium-High3,600
1
High
0​


​​​
​​ Figure 5-8
DALETHORPE Water - Criticality

Open larger map: 'Water Criticality'


5.14       Asset Condition

The asset condition model was run for Dalethorpe 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 5‑9 below shows the level of asset condition for these assets within this scheme that have a recorded known condition. Table 5‑9 provides a description of the condition rating used within the condition model.

The number of pipe faults is also measured through the asset management system. Figure 5‑10 shows the known historic pipe failures within this scheme.

Table 5‑9 Asset Condition Grading

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

​​
​​​
​​ Figure 5-9
DALETHORPE Water - Condition

Open larger map: 'Water Condition'
​​​
​​ Figure 5-10
DALETHORPE Water - Pipe Faults map

Open larger map: 'Water Pipe Faults'

5.15       Funding Program

The 10 year budgets are shown by Table 5‑10. Bu​dgets 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 adj​usted for CPI “inflation".  They are calculated on historical data, and population growth where relevant.​

Table 5‑10 Budget Summary

Years​ProjectsCapital Projects
2021/2022 $5,000
 -
2022/2023
 $10,000
 $150,000
2023/2024 -
 -
2024/2025 -
 $100,000
2025/2026 -
 -
2026/2027 -
 $300,000
2027/2028 -

2028/2029
 -
$400,000
2029/2030
 -
 -
2031/2032
 -
 -
Total $15,000
$950,000

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 5​‑11 Key Projects​​

Account LabelGLDescription​ Year 1($) Year 2($) Year 3($)Years 4 to 10Funding Split *
​Capital Projects​
-
Additional reservoir site
 -
-
-
$300,000
TBC​
​Capital Projects
​-
​Second Bluff Road reservoir
​-
​-
-
​$200,000
​TBC
​Capital Projects
-
Pumping main upsized
​-
-
​-
​$100,000
TBC
​Capital Projects
​-
​Additional chlorine analysers
​-
​$150,000

​100% LoS
​Capital Projects
​-
​Treatment upgrades
​-
​-
​-
​$200,000
​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.​​​​

​​

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