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​10​​​​​​​​​​​   Hororata Water Supply​


10.1       Scheme Summary​​

​​

Description​ ​Quantity
Estimated Population Served
920

Scheme Coverage

(1 Jan 2021)

​​ ​
Full Charges59
Half Charges0
>1 Charges
47 (all restricted)
System Components ​​ ​​ ​​ ​
Bores/Intakes (No.)1 Intakes (Glentunnel)
Treatment/DisinfectionUV and Gas Chlorination
Reservoirs (No.)Reservoir sites (2 Aitkens, 1 Harper Hills)
Pump Stations (No.)1 Pump station
Piped (m)
141,606
HistoryOriginal scheme installation date1982
Value ($) ​
Replacement Cost$11,722,760
Depreciated Replacement Cost$7,432,362
Financial

Operator cost (scheduled and reactive maintenance) per connection

$563.45/connection

Demand (m3)

(1 Jan – 31 Dec 2020)​

​ ​ ​
Average daily
 1,217.4
Peak daily 1,716.6
Minimum daily 55.6
Average daily per connection 4.1
Type of Supply Restricted
Target Pressure & Flow at boundary ​
Pressure>150 kPa
Flow±10% maric size
SustainabilityWell SecurityUnsecure

 

10.2       Key Issue​s

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

Table 101 Hororata Scheme Issues

What's the Problem What we plan to do
Changing land use will increase and decrease demand depending on type of farming and location. The introduction of resort type accommodation will drive network water quality improvements, unless point of use treatment devices are used.Council will monitor this and the impact of the Central Plains water scheme on dwelling and stockwater requirements. The impacts and trends will drive capital works. Council will provide upgrades where required to agreed levels of service.
Ensuring scheme capacity is not over allocated.Council will ensure this supply is not over allocated which results in a decreased in level of service.
Complying with the amendments to Health Act requirements that will require additional treatment of water at both intakes and compliance of DWSNZ.Council will upgrade the water supplies to meet the DWSNZ.
Easement/agreements to access reticulation lines necessary given changes in farm ownership and legislation.Council will pursue easements/agreements to ensure access to reticulation mains and headworks is available.

 

10​​​.3       Overview & History

The Hororata water supply (previously part of the Selwyn Rural Water Supply) provides treated surface water to rural properties. The scheme is a restricted supply with a design of 65 L/ha/day for stock use and 2m3 for domestic use per 200 ha of a single title farm.

The scheme was installed in 1982 to replace the unreliable Snowden and Glenroy Water Race Schemes which had been in operation for over 100 years.

The original scheme did not include the Harper Hills and Hororata township areas which were added after the main system was commissioned.

There have been some minor extensions to serve small blocks on the outskirts of the original scheme boundary along with a major extension in 1999 to serve the area from Hororata Township to the Selwyn River (covering the Selwyn water race area).

A shallow well adjacent to the Selwyn River at Glentunnel supplies Hororata township and surrounding areas and Selwyn No. 2 areas UV treatment occurs at the headworks along with continual chlorination.  Note that although the water source is close to Glentunnel, the Glentunnel township water is supplied from the Malvern Hills RWS – Hartleys intake.

​​​
​​ Figure 10-1
HORORATA Water - Scheme map

Open larger map: 'Water Scheme'
V2 Hororata Scheme Schematic Sheet 1.png

V2 Hororata Scheme Schematic Sheet 2.png

Figure 102 Scheme Schematic


10.4       System Capacity​​

The Hororata Water Supply provides water for stock and other on-farm purposes, as well as for residential drinking water. The town of Hororata receives water from the 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. Peak day demand is at the consented abstraction limit capacity. Further investigation and analysis would be required to confirm the adequacy of source and distribution capacity, and the consented take would require amendment if the scheme area were to be expanded.

Table 10System Capacity

 

Flow Rate

(L/s)

Daily Volume

(m3)

Annual Volume

(m3)

Comments

Abstraction Capacity28.32,445 -
Exceeds consent
Consented Take16.81,450400,000CRC970985.1
Peak Demand15.6 *1,351404,906 -

 *  2017


10.5       Resour​ce Consents

The Hororata water supply has resource consent. Table 10‑3 shows the water take permitted by the resource consent for this scheme.

Table 10Resource Consents

Consent

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

CRC970985.1



To take groundwater at or about map reference
L35:232-468 for the purpose of providing domestic and stockwater from a piped rural water supply.
Cnr Wairiri & Homebush Roads, GLENTUNNEL12-Feb-1011-Dec-3116.81450

 

10.6       Wate​​​r Quality

The Hororata water supply is non-secure.

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

Source​

There have been 457 incidences of E. coli identified in source water during this period in the Hororata Supply, highlighting the importance of water treatment for this scheme.

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Figure 103 Samples with E.coli identified – source water Hororata

 

Treatment​

There have been 9 E. coli treatment transgressions during this period for Hororata.

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​Figure 10E.coli Transgressions – Treatment Hororata


Zone

There have been 20 E. coli Zone transgressions during this period for Hororata.

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​​Figure 10E. coli Transgressions -Zone


Chemical Analysis

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

Table 10Hororata Water Supply Raw Water Chemical Analysis Summary

Parameter

Standards
2008
​2011
​2013

2015

2017

2018
​2019
Status
Total Lead (g/m3)0.01 (Maximum Acceptable Value)
​<0.0001
​0.00014
​0.0006
0.00062

0.000477​0.000116
​0.001097
✓​
pH (pH units)7-8.5 (Guideline Value)
​7.2
​7.4
​7
7.67.3​7.3
​7.6

Total Hardness (g/m3 as CaCO3)<200 (Guideline Value)
​32
​37
​37
4141
​35.9
​40.6
Total Calcium (g/m3)n/v​9.1
​10.6
​10.8
11.812.06​10.49
​11.98
Total Iron  (g/m3)<0.2 (Guideline Value)
​<0.02
​<0.021
​<0.021
<0.021< 0.021​<0.021
​<0.021
Total Sodium (g/m3)<200 (Guideline Value)​​
​5.2
​5.0
​5.0
5.25.4
​5.1
​5.45

Nitrate - Nitrogen (g/m3)11.3 (Maximum Acceptable Value)
​0.54
​0.20
​0.13
0.15
0.14
​0.32
​1.0


10.7       Scheme Assets

A summary of material and diameter for pipes in Hororata-Acheron is shown below in Figure 10‑6 and Figure 10‑7.

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Figure 106 Pipe Material – Hororata


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​Figure 107  Pipe Diameter – Hororata

 

10.8       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.

 

10.9       Photos of Main Assets​

 

V2 Hororata - Photo 1 Hororata Intake well.jpg
Photo 1:  Hororata Intake well​
​​​V2 Hororata - Photo Water Treatment Plant.jpg

Photo 2: Water Treatment Plant


10.10       Risk Assessment​

A risk assessment has been undertaken for the Hororata-Acheron 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 10‑5 outlines the risk priority rating, Table 10‑6 outlines the risks and the list of key projects is found in Table 10‑11.

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

Table 105 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 106 Risks – Hororata

Risk Action/Project Year Identified 2014 Risk Rating 2017 Risk Rating Residual Risk Rating
Lack information about the scheme regarding turbidity Install a turbidity meter 2014 2 2 2
Ineffective treatment UV and filtration upgrade 2014 45 45 45
Insufficient storage capacity Review storage capacity 2014 45 45 45
Electrical failure due to lightning or network spikes Install surge diverters 2014 10 3.5 3.5
Failure to meet NES water meter standards NES Water Meter Compliance 2014 20 6 6
Non-consented activities Renewal of consents 2014 27 27 6
Protozoa compliance Install UV and filtration 2017  45 6​
Inadequate capacity into the future storage 2017  27 6


10.11       Asset Valuation Details

The total replacement value of assets within the Hororata water scheme is $11,722,760 with further details in Table 10‑7. 

Table 107 Replacement Value, Hororata

Asset Class 1 Asset Class 2 Sum of Replacement Value
Plant and Equipment ​​
$1,558,273
​​ Water Reticulation ​ ​ ​ ​ ​​​​ 
Hydrant$9,240
Lateral$271,324
Pipe$9,510,093
Supply Point$305,645
Valve$68,186

​​

10.12       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 10‑8 below. There is a backlog of assets due for renewal now. The majority of renewals are due in 2049/50.

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​Figure 10‑8 Hororata Acheron Water Renewal Profile

 ​

10.13       Critical Assets

The criticality model for Hororata-Acheron 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 10‑8 and Figure 10‑9 below show the calculated criticality for all of the assets within this scheme that have a recorded known length.

Table 108 Length of Assets per Criticality Level

Criticality Bands Length (m)
5
Low120,666
4
Medium-Low11,684
3
Medium882
2
Medium-High8,477​
1​
High0

​​​
​​ Figure 10-9
HORORATA Water - Criticality map

Open larger map: 'Water Criticality'


​ 10.14       Asset Condition

The asset condition model was run for the Hororata 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 10-10 below shows the level of asset condition for these assets within this scheme that have a recorded known condition.

​​​
​​ Figure 10-10
HORORATA Water - Condition map

Open larger map: 'Water Condition'

Table 10‑9 provides a description of the condition rating used within the condition model.

Table 109 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 10‑11​ shows the known historic pipe failures within this scheme.

​​​
​​ Figure 10-11
HORORATA Water - Pipe Faults map

Open larger map: 'Water Pipe Faults'

​ ​

10.15       Funding ​​Program

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

Table 10‑10 Budget Summary

YearsProjectsCapital Projects
2021/2022 $10,000
 $150,000
2022/2023
 -
 $130,000
2023/2024
 -
 -
2024/2025 -
 -
2025/2026 -
 -
2026/2027 -
 $800,000
2027/2028 -

2028/2029
 -
 -
2029/2030
 -
 -
2031/2032
 -
 -
Total $10,000
 $1,080,000

​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 10​‑11 Key Projects

Account LabelGLDescription​ Year 1($) Year 2($) Year 3($)Years 4 to 10Funding Split *
​Capital Projects​
-
Additional source/WTP
 -
-
-
$400,000​​
100% LoS
​Capital Projects
​-
​Reservoir at Hororata domain and pump set
​-
​-
-
​$400,000
​100% LoS

​Capital Projects
-
Additional pressure sensors added to network
​-
$130,000
​-

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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