Our Water Our Future

Page 55

‘breaking’ the 5-10-10 rule. That is, we would need to implement water restrictions for longer than 5% of the time, more often than 10% of years and/or require a reduction in water use greater than 10%. For the Bulahdelah, Stroud and Gloucester schemes, the situation would be similar, in that until off stream storage is constructed, there would be shortfall between secure yield and demand. The Tea Gardens scheme does not experience any secure yield issues.

stream storages, will depend on affordability and strategic risk assessments. Although, cost estimates and Triple Bottom Line assessments were undertaken throughout this review, they are preliminary only and a business case will need to be developed for each solution.

The timing of each of the long term water security solutions has been based on secure yield triggers (explained in the following sections). The implementation of the large secure yield solutions, such as the off-

Bulahdelah We are planning for an additional 100 million litres of raw water storage at Bulahdelah. TABLE 6 – BULAHDELAH WATER SUPPLY SCHEME Current situation

Raw water is sourced from the Crawford River Weir; a 228 ML onriver storage. This supplies a secure yield of 118 ML/year. This may decrease to 82 ML/year following 1°C of warming.

Description of solution

1x 100ML off-river storage with a possible 3rd towards the end of the 30 year planning horizon

Towns supplied

Bulahdelah

Potential additional yield per year

125 ML

Timing

1 x 100ML storage dam in 2023. Possible additional 50ML storage in approximately 2043.

Benefits

Once 100ML of additional storage is constructed, there will be additional secure yield of 125 ML/year. When 1°C of warming is modelled, this decreases to 115 ML/year. The 100ML storage will lessen the risk of severe water restrictions and will secure the water supply for Bulahdelah.

Issues

Some risk of severe water restrictions until storage dams are constructed. The existing secure yield does not meet the current and future demands. The current situation carries a high risk of not being able to supply water during a drought period.

We may also require an additional 50ML of storage in about 30 years’ time; however this will depend on population growth and the demand for water in Bulahdelah. Figure 23 shows the

IWCM Strategy 2015

47


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Infiltration Reduction

0
page 68

Appendix 3 – Summary of feedback received on the Draft Integrated Water Cycle Management Strategy

2min
pages 88-89

Appendix 2 – Components of the Base Scenario

2min
pages 86-87

Glossary

0
page 82

Sustainability

2min
pages 72-73

Servicing small villages

3min
pages 69-71

Long-term solutions

5min
pages 62-64

Catchment Management

1min
page 53

The Manning Scheme

3min
pages 60-61

Bulahdelah

1min
page 55

Gloucester

3min
pages 56-57

Leakage and Pressure Management

1min
page 50

Stormwater

1min
page 51

Education

0
page 48

Community Engagement ....................................................................................................................................................................... v The community engagement process............................................................................................................................. v Project Reference Group............................................................................................................................................................... v What you told us.................................................................................................................................................................................. v What is Integrated Water Cycle Management?

2min
pages 9-10

Rainwater tanks

1min
page 47

Levels of Service

3min
pages 27-28

What is our plan for the future?

0
pages 43-44

What are the possible solutions?

2min
pages 37-38

Who we are

1min
pages 11-12

What has been achieved?

1min
page 20

Water Smart Rebates

1min
page 46
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