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Mid-Loddon Groundwater Management Area Local Management Rules Annual Report 2010

TATDOC-#2910617-v3-MID LODDON GROUNDWATER … · Usage (ML) Allocation (ML) Usage (ML) Note that metering was not completed in Moolort Zone 1011 until 2007/08 Figure 3 Metered groundwater

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Page 1: TATDOC-#2910617-v3-MID LODDON GROUNDWATER … · Usage (ML) Allocation (ML) Usage (ML) Note that metering was not completed in Moolort Zone 1011 until 2007/08 Figure 3 Metered groundwater

Mid-Loddon

Groundwater Management Area

Local Management Rules

Annual Report

2010

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Mid-Loddon Groundwater Management Area Local Management Rules Annual Report 2010

Document Number: 2910617 ii

Table of Contents

1 INTRODUCTION................................................................................................................................ 3 1.1 LOCAL MANAGEMENT RULES......................................................................................................... 3 1.2 GROUNDWATER MANAGEMENT AREA ............................................................................................. 3

2 MONITORING GROUNDWATER EXTRACTIONS.......................................................................... 5 2.1 LICENCE VOLUME .......................................................................................................................... 5 2.2 ALLOCATIONS................................................................................................................................ 5 2.3 GROUNDWATER USE ..................................................................................................................... 6 2.4 TRANSFER OF GROUNDWATER ENTITLEMENT................................................................................. 7 2.5 CARRYOVER.................................................................................................................................. 8

3 MONITORING GROUNDWATER LEVELS.................................................................................... 10 3.1 NORTH-SOUTH SECTION .............................................................................................................. 11 3.2 AQUIFER MARGIN......................................................................................................................... 11 3.3 INSTALLATION OF NEW BORES ..................................................................................................... 11

4 MONITORING GROUNDWATER QUALITY .................................................................................. 13 4.1 STATE OBSERVATION BORES ....................................................................................................... 13 4.2 PRIVATE BORES........................................................................................................................... 13

5 REVIEW OF LOCAL MANAGEMENT RULES .............................................................................. 15 5.1 NEW TECHNICAL INFORMATION .................................................................................................... 15 5.2 POLICY CHANGE .......................................................................................................................... 15

5.2.1 Carryover ............................................................................................................................ 15 5.2.2 Dairy wash licensing ........................................................................................................... 15

5.3 BOUNDARY.................................................................................................................................. 16 5.4 TRADING IN INTENSIVE MANAGEMENT AREAS ............................................................................... 16 5.5 GROUNDWATER MONITORING ...................................................................................................... 16

APPENDIX A .......................................................................................................................................... 17

APPENDIX B .......................................................................................................................................... 19

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Mid-Loddon Groundwater Management Area Local Management Rules Annual Report 2010

Document Number: 2910617 3

1 Introduction The Mid-Loddon Groundwater Management Area (GMA) Local Management Rules (the Rules) were implemented from 1 July 2009 to ensure groundwater resources are managed in an equitable and sustainable manner.

This report has been prepared to provide groundwater users with an overview of implementation of the Rules to 30 June 2010. It reports on items specified in Rule 10 including:

• groundwater extractions, including trading and carryover (Chapter 2);

• groundwater level response (Chapter 3);

• groundwater quality description (Chapter 4); and

• the need to amend any of the Rules based on policy developments, improved technical understanding of the aquifer system or validity of the Rules (Chapter 5)

1.1 Local Management Rules The Rules were developed by a Goulburn-Murray Water appointed Groundwater Reference Committee which comprised groundwater users in the area. The Rules were designed to be transparent, consultative and adaptive. A copy of the rules can be downloaded from the Goulburn-Murray Water website http://www.g-mwater.com.au/ .

The Rules provide groundwater licence holders with greater flexibility to manage their entitlement and scope for future development through provisions for carryover and the permanent transfer of entitlement. The establishment of a cap on licensed volume, trigger levels and restrictions on annual extractions if required offer security of access to existing groundwater users, including domestic and stock users. Further, the Rules consider environmental water requirements, risks to the aquifer and provide land salinity benefits.

The Rules ensure that there is effective reporting and communication of the resource status, determined through appropriate monitoring. Importantly, a methodology for reviewing the Rules is prescribed to ensure that they remain current and appropriate.

1.2 Groundwater management area The Mid-Loddon GMA lies within the Loddon River Catchment of the Murray Darling Basin. It covers an area of around 3,000 km2, extending from Tullaroop Reservoir in the south to Mitiamo in the north, including the towns of Carisbrook, Bridgewater and Serpentine (Figure 1).

The GMA includes all major aquifers in this region, including the Newer Volcanic Basalts, Calivil Formation and Shepparton Formation. No depth limit has been specified for the GMA to ensure that all of these aquifers are included.

Three management zones have been established within the GMA:

1. Moolort Zone 1011

2. Laanecoorie-Serpentine Zone 1012

3. Jarklin Zone 1013

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Mid-Loddon Groundwater Management Area Local Management Rules Annual Report 2010

Document Number: 2910617 4

Figure 1 Mid-Loddon GMA boundary and management zones

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Mid-Loddon Groundwater Management Area Local Management Rules Annual Report 2010

Document Number: 2910617 5

2 Monitoring groundwater extractions

2.1 Licence volume Licence volume in the Mid-Loddon Groundwater Management Area is 34,014 ML/year. It has been capped to protect existing groundwater users and the environment. The distribution of entitlement is shown in Table 1.

No additional licence volume is to be issued in the area, however new development may occur through the transfer of existing groundwater licence entitlement.

Table 1 Licensed volume and metered extraction to 30 June 2010

Zone Licensed volume (ML) Metered use (ML) % of licensed

volume extracted Moolort 2,956 615 40% Laanecoorie-Serpentine 28,118 12,666 44% Jarklin 2,940 1,223 33% TOTAL 34,014 14,504 39%

2.2 Allocations Allocations are a percentage of licensed entitlement volume that may be extracted in a given season.

Allocations in the Mid-Loddon GMA are determined from the average maximum groundwater recovery level three year rolling average compared to the trigger level.

Allocations were 100% in the 2009/10 season as the maximum groundwater recovery level three year rolling average was above the trigger (Figure 2).

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Annual maximum groundwater level recovery

Maximum recovery level 3 year rolling average

Trigger level 11.5 m below natural surface at bore 88214

Figure 2 Maximum recovery level three year rolling average

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Document Number: 2910617 6

2.3 Groundwater use Metered groundwater extraction in the Mid-Loddon GMA in 2009/10 was 14,504 ML (Table 1). This is a reduction in licensed extraction compared to recent years, which may be attributed to reduced demand due to timely rainfall events.

39%52%57%61%43%42%38%50%37%

0

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15000

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25000

30000

35000

40000

2001/02 2002/03 2003/04 2004/05 2005/06 2006/07 2007/08 2008/09 2009/10

Season

Usa

ge (M

L)

Allocation (ML)

Usage (ML)

Note that metering was not completed in Moolort Zone 1011 until 2007/08

Figure 3 Metered groundwater extraction The greatest volume was extracted from the Laanecoorie-Serpentine Zone, which has the largest proportion of licensed entitlement. The percentage of licensed volume extracted from each zone was between 33% and 44% (Figure 4).

33 %

44 %

40 %0

5000

10000

15000

20000

25000

30000

Moolort Zone 1011 Laanecoorie-SerpentineZone 1012

Jarklin Zone 1013

Usa

ge (M

L)

Licensed volume

2009/10 usage

Figure 4 Licence volume and use per zone

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Document Number: 2910617 7

All licensed bores are metered. Meters were read by Goulburn-Murray Water in November, January, March and May in the 2009/10 season. Licence holders are required to report any faulty meter issues to Goulburn Murray Water immediately.

Groundwater users are reminded that if groundwater is to be extracted for any other purpose than domestic and stock use the bore must be licensed and metered.

2.4 Transfer of groundwater entitlement The temporary and permanent transfer of groundwater entitlement is permitted in the Mid-Loddon GMA subject to prescribed conditions set out in the Rules.

There was 911 ML of groundwater licence entitlement temporarily transferred in the 2009/10 season. This is less than in previous seasons, which may be attributed to less demand due to timely rainfall events.

23 trades

9 trades

18 trades

0

500

1000

1500

2000

2500

3000

2007/08 2008/09 2009/10

Season

Vol

ume

trade

d (M

L)

Figure 5 Temporary transfer of entitlement The temporary and permanent transfer of entitlement is permitted between zones provided that the entitlement in the Laanecoorie-Serpentine zone does not exceed 28,000 ML and the entitlement in the Jarklin Zone is not less than 3,000 ML.

There was no temporary transfer of groundwater entitlement between zones (Figure 6).

There was no permanent transfer of groundwater entitlement in 2009/10. This does not include any change of land ownership as this would not impact on current licensed pumping conditions.

Licence holders are reminded to ensure that they have written approval from Goulburn-Murray Water before extracting any groundwater in excess of their licence entitlement.

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Document Number: 2910617 8

0

100

200

300

400

500

600

700

800

Moolort Zone 1011 Laanecoorie-SerpentineZone 1012

Jarklin Zone 1013

Tem

pora

ry tr

ansf

er (M

L)

Figure 6 Temporary transfer of entitlement for zones

2.5 Carryover Carryover has been introduced for groundwater for the first time in Victoria under the Rules. Carryover provides licence holders with greater flexibility to manage their licence entitlement.

Licence holders that do not use all their allocation may carryover up to a maximum of 30% of their licence volume for use in the next season.

In 2009/10 there was 14,776 ML of groundwater extracted from a licence volume of 33,604 ML. Therefore there was 19,128 ML of unused allocation.

The sum of individual licence holder carryover volumes for 2009/10 was 8834 ML, which is 26% of the total licence volume Figure 7.

Licence holders must obtain approval from Goulburn-Murray Water before using any carryover volume that will result in usage exceeding licensed volume prior to extraction of the water. This can be done by applying to amend a groundwater licence to include the carryover condition.

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Document Number: 2910617 9

8834

19128

33604

0

5000

10000

15000

20000

25000

30000

35000

Licensed volume Remaining allocation Available carryover

Volu

me

(ML)

Figure 7 Available carryover to 2010/11

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Document Number: 2910617 10

3 Monitoring groundwater levels The Mid-Loddon GMA has an extensive network of groundwater monitoring bores that are monitored and maintained by the Department of Sustainability and Environment.

Groundwater levels are measured quarterly in February, May, August and November in over 100 State observation bores by the Department of Sustainability and Environment. Goulburn-Murray Water undertakes additional monitoring in key State observation bores identified in the local management rules to capture monthly measurements.

Plots of the change in groundwater levels over time from these key bores are presented in Appendix A. Goulburn-Murray Water also plots the change in groundwater level over time and posts it on its website http://www.g-mwater.com.au/ for the benefit of customers.

The plots indicated that in the Moolort Zone 1011 groundwater recovery levels have fallen by around 5 m around Locks Lane, but remain relatively steady around the Baringhup-Havelock Road. The fall in groundwater levels around Locks Lane may be partly attributed to increased groundwater pumping in the region.

In the Laanecoorie-Serpentine Zone 1012 groundwater recovery levels were slightly lower compared to 2008/09; however drawdown levels did not fall as low as previous dry years during the irrigation season. This suggests that there was less demand, which may be attributed to timely rainfall events.

In the Jarklin Zone 1013 groundwater levels remain steady, although there is increased seasonal fluctuation in the deep lead that may be attributed to increased groundwater pumping in the region.

Changes in the annual groundwater recovery levels represent a change in groundwater storage in the aquifer. Declining groundwater levels over the last 15 years may be largely attributed to reduced rainfall recharge (Figure 8).

-200

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1200

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Jun-

69

Jun-

71

Jun-

73

Jun-

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79

Jun-

81

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Date

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ulat

ive

devi

atio

n fro

m m

ean

mon

thly

ra

infa

ll (m

m)

0

100

200

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400

500

600

700

800

900

1000

Ann

ual r

ainf

all (

mm

)

Annual rainfallRainfall at BridgewaterAverage annual rainfall ~430 mm

Increasing Gradient:Above average rainfall

Decreasing Gradient:Below average rainfall

Figure 8 Rainfall at Bridgewater

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Document Number: 2910617 11

3.1 North-south section Groundwater levels from key bores along a north-south section are monitored monthly to assess aquifer response against historical observations. Figure 9 illustrates that the system response is consistent over time, noting greater drawdown levels in the Jarklin Zone during the irrigation season.

5434

3 G

uthr

ies

Rd

9279

3 La

key'

s R

d

8479

8 E

astv

ille 5164

0 B

ridge

wat

er

5163

1 R

ayw

ood

Roa

d

1083

22 A

uchm

ore

Roa

d

8821

4 R

otha

cker

s R

d

1386

53 L

ocks

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e M

oolo

rt

1386

51 B

arin

ghup

-Hav

eloc

k R

d

80

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120

140

160

180

200

220

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260

0 10 20 30 40 50 60 70 80 90 100

Distance from southern boundary (km)

met

res

abov

e se

a le

vel

Nat surface 1997 recovery 2007 recovery2007 drawdown 2009 recovery 2010 drawdown

Figure 9 Groundwater level down valley from Moolort

3.2 Aquifer margin Additional monitoring has been undertaken along an east-west section of Rothackers Road to assess groundwater level response at the margins of the Mid-Loddon GMA. Groundwater levels from bores 36415, 36416 and 36458 show little seasonal variation suggesting that they are not well connected to the deep lead (Appendix A).

G-MW has also undertaken a survey of domestic and stock bores west of Rothackers Road to assess potential impacts. These bores are shallow (ranging from 12 to 40 m depth) and are interpreted to be poorly connected to the deep lead. It is also noted that a domestic and stock pipeline is proposed to be installed which will service landholders on the margin of the GMA.

3.3 Installation of new bores While there is an extensive network of monitoring bores in the Mid-Loddon GMA, it has been identified that there are some places where more information is required.

Two nested groundwater monitoring bores have been installed on Donovans Road near Cairsbrook to better understand the relationship between groundwater in the basalt and the deep lead.

This work has been undertaken as part of the Department of Sustainability and Environment’s State Observation Bore Network Refurbishment Project.

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Document Number: 2910617 12

Figure 10 Nested bores SP068234 and SP068235 installed near Carisbrook

40

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Jul-0

9A

ug-0

9S

ep-0

9O

ct-0

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ov-0

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ar-1

0A

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ay-1

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ep-1

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ural

sur

face

(m)

SP068234 (72.3 -75.5 m Newer Volcanics)

SP068235 (97.4 - 101.9 m Calivil Formation)

29-Jul-10, 59.76

29-Jul-10, 59.62

Mid-Loddon GMA - Zone 1011

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Document Number: 2910617 13

4 Monitoring groundwater quality

4.1 State observation bores The Department of Sustainability and Environment undertook a major groundwater sampling program across Victoria during 2009/10. The program included sampling of six bores in the Mid-Loddon GMA. Groundwater salinity (EC) ranged between 1760 and 4840 EC (Table 2).

Table 2 Groundwater quality in Mid-Loddon GMA

Bore Zone Formation Groundwater EC 67908 Jarklin Calivil 4840 67911 Jarklin Shepparton 2610 88214 Laanecoorie –Sepentine Calivil 2590 G8010269-01 Laanecoorie –Sepentine Calivil 4460 138653 Moolort Calivil 1760 138654 Moolort Newer Volcanics 2720 Source: Department of Sustainability and Environment, 2010. Central sustainable water strategy region.

The full suite of chemical parameters analysed for are provided in Appendix B. It should be noted that groundwater sampled from bore 67911 is considered a replacement for bore 53434 as specified in the Rules.

Continued monitoring of groundwater chemistry over time will enable trends to be identified.

4.2 Private bores Goulburn-Murray Water provided sample bottles to all groundwater licence holders, and any stock and domestic users upon request, and measured groundwater salinity of returned samples. Only twenty-six groundwater samples were returned for analysis.

Groundwater salinity was found to range between around 1,200 and 8,400 EC with a median of around 2,700 EC (Figure 11). This is within expected ranges. The results suggest that groundwater is more saline in the north

There is insufficient information to assess groundwater salinity trends.

A greater return rate would further improve the spatial understanding of groundwater salinity. Continued return of samples will enable trends in groundwater quality to be observed.

Groundwater users are strongly encouraged to return samples so that they can monitor any change in groundwater salinity from their bore.

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Document Number: 2910617 14

Figure 11 Groundwater salinity

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Document Number: 2910617 15

5 Review of local management rules Goulburn-Murray Water met with the Mid-Loddon GMA Groundwater Reference Committee on 18 August 2010 to review the Rules and consider the need for any amendments.

The ability to amend the Rules to reflect changes in policy or an increased technical understanding of the groundwater systems is one of the key strengths of the Rules. At the Groundwater Reference Committee meeting the following items were discussed.

5.1 New technical information Goulburn-Murray Water has commissioned a project to map the aquifer systems in the Loddon and Campaspe catchments as part of a resource appraisal in the upper Campaspe catchment. The project, which builds on works completed in the Mid-Loddon GMA, will better define the extent of the aquifer systems and will be complete by July 2011.

Goulburn-Murray Water continues to develop its relationship with the University of Melbourne through projects undertaken by students that seek to better describe the interaction between groundwater and surface water. Tim Plain, an honours student, has been undertaking measurements of seepage rates in the Loddon River to determine the conductance of river bed sediments.

Goulburn-Murray Water has also developed a proposal to undertake investigations on groundwater dependant ecosystems in the Loddon and Campaspe catchments. Goulburn-Murray Water is working with the North Central Catchment Management Authority and the Department of Sustainability and Environment to secure funding for the project.

There are no outcomes from any technical work undertaken that suggests there is any need to amend the Rules.

5.2 Policy change

5.2.1 Carryover The Victorian Government Northern Region Sustainable Water Strategy (NRSWS) was released in November 2009. Generally, the Rules are in agreement with the NRSWS. However with respect to carryover, Action 5.5 (b) of the NRSWS states:

‘Five per cent will be deducted to recognise that through-flow into deeper aquifers or groundwater dependent ecosystems will reduce the volume of carryover water physically retained in the system in the following year.’

A key objective of the Rules is to minimise through-flow by encouraging the use of groundwater before it moves northward form the region, where groundwater quality deteriorates, and provide increased drainage benefits for land salinity management in the northern parts of the GMA.

Goulburn-Murray Water sought clarification on the NRSWS and has been advised by the Department of Sustainability and Environment that there is no need to amend the Rules to consider through-flow.

5.2.2 Dairy wash licensing The Department of Sustainability and Environment is running the Dairy Shed Water Licence Transition Program to ensure water used in the dairy shed, such as water for

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Document Number: 2910617 16

washing yards, milking equipment, platforms and other plant is fully licensed. This includes water from streams, catchment run-off, groundwater and other sources.

There was an amnesty period to licence the water used in the dairy shed. These applications are now being assessed and may impact on the revision of the permissible consumptive volume in the Mid-Loddon GMA as described in the Rules. Once these dairy shed water licence applications have been finalised, the permissible consumptive volume will be amended.

5.3 Boundary The Loddon Highlands Water Supply Protection Area has been declared effective from 1 August 2010 immediately to the south of the Mid-Loddon GMA. The boundary follows easy identifiable features at the surface; however it does not align with the Mid-Loddon GMA boundary.

The boundaries of the Mid-Loddon GMA are not as easy to communicate as they are aligned with cadastral boundaries in some places. A motion was passed by the Groundwater Reference Committee to revise the boundary.

Goulburn-Murray Water will advertise its intention to make minor amendment to the Mid-Loddon GMA boundary in 2010/11 so that it aligns with the Loddon Highlands WSPA boundary and follows surface features that are easy to identify and communicate in 2010/11. If there are no objections then Goulburn-Murray Water will amend the GMA boundary.

5.4 Trading in intensive management areas Goulburn-Murray Water received an application for a temporary transfer of groundwater in an area of intensive groundwater use. The temporary transfer of groundwater in areas of intensive groundwater use is limited to 10% under the Rules. On this occasion the application exceeded 10%. Goulburn-Murray Water contacted the applicant and approved the application for 10% only. However, it was noted that the water was to be transferred from the applicant’s neighbour. While the intensity for the applicant and his neighbour may not have changed, there was potential for impacts to other neighbours and the Groundwater Reference Committee was reluctant to consider a change to the Rules in the first year for what might be an isolated occurrence.

5.5 Groundwater monitoring Goulburn-Murray Water noted the difficulty with updating groundwater hydrographs on their website monthly due to delays in obtaining the data. The groundwater levels are captured monthly, however Goulburn-Murray Water will only update hydrographs quarterly in the future.

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Appendix A

Moolort Zone 1011 5

10

15

20

25

30

35

Aug-

68

Aug-

70

Aug-

72

Aug-

74

Aug-

76

Aug-

78

Aug-

80

Aug-

82

Aug-

84

Aug-

86

Aug-

88

Aug-

90

Aug-

92

Aug-

94

Aug-

96

Aug-

98

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00

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02

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04

Aug-

06

Aug-

08

Aug-

10Date

Dep

th b

elow

nat

ural

sur

face

(m)

138654 (37-40 m)138653 (78-81 m)

Locks Lane

-5

0

5

10

15

20

25

Aug-

68

Aug-

70

Aug-

72

Aug-

74

Aug-

76

Aug-

78

Aug-

80

Aug-

82

Aug-

84

Aug-

86

Aug-

88

Aug-

90

Aug-

92

Aug-

94

Aug-

96

Aug-

98

Aug-

00

Aug-

02

Aug-

04

Aug-

06

Aug-

08

Aug-

10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

138652 (20.5-23.5 m)138651 (60-63 m)

Baringhup-Havelock Road

Laanecoorie-Serpentine Zone 1012 20

25

30

35

40

45

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

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-02

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-04

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-06

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-08

Aug

-10

Date

Dep

th b

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nat

ural

sur

face

(m)

84798 (37.8-90 m)84797 (101 m)

Eastville

0

5

10

15

20

25

30

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

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-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

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nat

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(m)

51719 19-23 m)51718 (42-48 m)51640 (78.6-119.4 m)

Sebastian Road

-5

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Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

Aug

-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

51730 (8-13 m)51728 (29-34 m)51631 (62.2-76.8 m)

Raywood Road

-5

0

5

10

15

20

25

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

Aug

-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

108323 (12-16 m)108322 (40-44 m)

Auchmore Road

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Document Number: 2910617 18

-5

0

5

10

15

20

25

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

Aug

-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

88239 (8-12 m)88238 (25-29 m)88214 (53.6-112.2 m)

Rothackers Road

Moolort Zone 1011 -5

0

5

10

15

20

25

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

Aug

-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

92795 (2-10 m)92794 (30-36 m)92793 (71.5-74.7 m)92792 (96-114 m)

Lakeys Road

-5

0

5

10

15

20

25

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

Aug

-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

54342 (31.8-32.6 m)54346 (69 m)54343 (88.4-94.5 m)

Guthries Road

Shallow monitoring bores along Rothackers Road -5

0

5

10

15

20

25

Aug

-68

Aug

-70

Aug

-72

Aug

-74

Aug

-76

Aug

-78

Aug

-80

Aug

-82

Aug

-84

Aug

-86

Aug

-88

Aug

-90

Aug

-92

Aug

-94

Aug

-96

Aug

-98

Aug

-00

Aug

-02

Aug

-04

Aug

-06

Aug

-08

Aug

-10

Date

Dep

th b

elow

nat

ural

sur

face

(m)

36416 (25 m)

36415 (25 m)

36458 (16 m)

Shallow bores along Rothackers Road

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Document Number: 2910617 19

Appendix B Source: Department of Sustainability and Environment, 2010. Central sustainable water strategy region.