Lockyer Valley Regional Council

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Flying fox camps within Local Government Areas of Queensland Map 19: Lockyer Valley Regional Council 152°0'0"E 152°10'0"E 152°20'0"E Hampton Ravensbourne National Park National Park Geham State Forest SOMERSET Geham TOOWOOMBA REGIONAL National Park REGIONAL COUNCIL COUNCIL Crows Lockyer Nest Upper Rocky National (! Creek, Park EK Murphys Creek CRE YS (! RPH MU S S " " 0 0 ' ' 0 0 3 Lilydale 3 ° ° 7 7 2 State 2 Lockyer Forest K State EE CR Forest ER KY OC Helidon, L Gunn Street Gatton, Amaroo (! Retirement Village, Tenthill Creek ! (! Gatton LOCKYER VALLEY REGIONAL Gatton Laidley, COUNCIL National Laidley Park Plainlands Road (! Laidley (Whites Laidley ! (Deborah Road) Flagstone Creek Rd) (! Laidle(!y Regional Park S S " " 0 0 ' ' 0 0 4 4 K ° ° E 7 7 E 2 2 R C Tenthill Y E Regional L D Dwyers Scrub I Park A Regional L Park Mount Berryman, Scanlans Scrub (! (! Mulgowie IPSWICH CITY COUNCIL Main Range Mount Beau National Brummell ¯ Park Regional Park 152°0'0"E 152°10'0"E 152°20'0"E 0 2.5 5 10 15 20 Map frame location Cooktown km !. Cairns Legend Disclaimer !. Burketown !. !. Innisfail Flying fox camps (current on 10 Protected Areas of Queensland This map has been prepared (! with all due diligence and care, Feb 16) National Park Charters Townsville based on the best available !. ! Major urban centres information at the time of Mount Towers Bowen National Park (CYPAL) !. !. ! Regional centres publication. Neither the Isa Cloncurry Regional Park !. !. !. Hughenden Mackay Department nor the Queensland !. Roads Forest Reserve Government holds any responsibility for any errors Winton Local government boundaries State Forest !. or omissions within this Rockhampton Urban areas document. Any decisions Longreach Emerald Timber Reserve !. !. !. made by other parties based Reservoirs Blackall !. Gladstone on this document are solely !. Principal rivers the responsibility of those parties. Bundaberg !. Gympie Charleville !. Produced by Department of Environment and Heritage Protection !. !. Roma © The State of Queensland 2016 Brisbane Cunnamulla St George !. !.!.!. Horizontal datum: GDA94 !. !. !. !. Projection: geographical coordinates Goondiwindi !..

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Soils and Land Suitability of the Lockyer Valley Alluvial Plains South-East Queensland
QNRM01215 LandLand RResouresourcceses BBulletinulletin Soils and Land Suitability of the Lockyer Valley Alluvial Plains South-East Queensland B. Powell J. Loi and N.G. Christianos 276 Land Resources Bulletin Soils and Irrigated Land Suitability of the Lockyer Valley Alluvial Plains, South-East Queensland B Powell J Loi and NG Christianos Department of Natural Resources and Mines, Queensland 2002 QNRM01215 ISSN 1327 - 5763 This publication was prepared by Department of Natural Resources and Mines officers. It may be distributed to other interested individuals and organisations. This report is intended to provide information only on the subject under review. There are limitations inherent in land resource studies, such as accuracy in relation to map scale and assumptions regarding socio-economic factors for land evaluation. Before acting on the information conveyed in this report, readers should ensure that they have received adequate professional information and advice specific to their enquiry. While all care has been taken in the preparation of this report neither the Department of Natural Resources and Mines nor its officers or staff accepts any responsibility for any loss or damage that may result from any inaccuracy or omission in the information contained herein. © State of Queensland, Department of Natural Resources and Mines 2002 Department of Natural Resources and Mines Locked Bag 40 Coorparoo DC Qld 4151 ii CONTENTS List of tables iv List of figures v List of maps v Summary vi 1. INTRODUCTION 1 2. DESCRIPTION OF THE LOCKYER VALLEY 2 Climate 2 Geology and relief 5 Vegetation 9 Hydrology 11 Land use 17 3. METHODS 22 Soil survey 22 Chemical and Physical characterisation 22 Clay mineralogy 23 Soil Geomorphology 23 4.
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Agricultural Needs Analysis (August 2018)
RDA Ipswich & West Moreton AGRICULTURAL NEEDS ANALYSIS TRANSFORMING A REGION August 2018 Kilcoy Esk Regional Development Australia Ipswich & West Moreton would like to acknowledge the traditional owners of our region – The Jagera, Kitabul, Ugarapul, Yugambeh and Yuggera people. Gatton Ipswich Laidley Springfield Lakes Disclaimer – Whilst all efforts have been made to ensure the content of this Boonah Beaudesert publication is free from error, the Regional Development Australia Ipswich & West Moreton (RDAIWM) Ipswich and West Moreton Agricultural Needs Analysis does not warrant the accuracy or completeness of the information. RDAIWM does not accept any liability for any persons, for any damage or loss whatsoever or howsoever caused in relation to that person taking action (or not taking action as the case may be) in respect of any statement, information or advice given in this publication. 2 RDAIWM Agricultural Needs Analysis AUG 2018 Chair’s Message As there is no single entity to bring together becoming better informed about the food they the various needs and wants for the future are eating and taking a more significant interest development of the agricultural industry of in its provenance and qualities. the four Councils of the West Moreton region Similarly, the increasing pressures of living in a (Ipswich, Somerset, Lockyer Valley and Scenic global city, as Brisbane is becoming, engenders Rim), Regional Development Australia Ipswich & a desire for respite. West Moreton (RDAIWM) has undertaken a high- level review of the vital infrastructure and policy The SEQ Regional Plan categorises most of development needs of the region. the study as: “Regional Landscape and Rural ongoing existing lists of considered, critical Production” for precisely this reason: to provide infrastructure priorities.
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Lockyer Valley Service Directory
Lockyer Valley Service Directory July 2016 Contents 2 Emergency Numbers 14 Community Centres 40 Multicultural 3 Crisis Support 15 Council Services 40 Youth 4 Aboriginal & Torres Strait 16 Disability 41 Financial Counselling Islanders Services 24 Domestic Violence 42 Child Care Centres & Play 6 Advocacy 24 Family Group 8 Aged Care / Seniors 24 Health 44 Schools 9 Alcohol & Other Drugs 31 Housing 48 Churches 12 Carers 32 Mental Health Emergency Numbers Ambulance Lockyer Valley Dial 000 Non medical enquiries: Laidley Ph. (07) 5465 3547 Gatton Ph. (07) 5462 3050 Fire Lockyer Valley Dial 000 Gatton and Laidley Non emergency enquiries Gatton and Laidley: Ph. (07) 5468 3301 Police Lockyer Valley Dial 000 Non urgent Ph. 131 444 Gatton Police Station 5 William Street, Gatton Ph. (07) 5468 3266 Laidley Police Station Spicer Street, Laidley Ph. (07) 5466 8000 Stock & Rural Crime Investigation Squad Forest Hill Ph. (07) 5465 4200 Hoonline Ph. 13 46 66 Crimestoppers Ph. 1800 333 000 SES – State Lockyer Valley Ph. 13 25 00 Emergency Services 2 Lockyer Valley Service Directory Lockyer Valley Service Directory 3 Crisis Support (available 24 hours a day unless stated) Lifeline Lifeline is a confidential telephone crisis 13 11 14 support service available 24/7 from a landline, payphone or mobile. Anyone across Australia experiencing a personal crisis or thinking about suicide can contact Lifeline. Regardless of age, gender, ethnicity, religion or sexual orientation our trained volunteers are ready to listen, provide support and referrals. Suicide Call Back The Suicide Call Back Service is a free 1300 659 467 Service nationwide telephone support service, staffed by real people with professional qualifications.
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A History of Living with Flooding Size and the Amount of Rainfall Downstream of Dams, Total Flood Prevention Is Not Possible
Managing flood risk Projects to improve flood mitigation in Brisbane and the surrounding areas have been discussed since European Brisbane River Catchment Flood Studies settlement and have included dredging and removal of a bar at the mouth of the river. Dams have an important role to play in water storage and flood mitigation in the Brisbane River catchment. Somerset and Wivenhoe Dams are the two main dams in the Brisbane River catchment. In addition to providing major water supply, they also play a role in reducing the impact of flood events. However due to the complexities of the catchment area such as its A history of living with flooding size and the amount of rainfall downstream of dams, total flood prevention is not possible. Flood Study Living with flooding is a part of life in the Brisbane River catchment and as a community we need to be informed, ready and resilient. The Queensland Government and local councils have partnered to deliver the Brisbane River Catchment We can’t prevent future floods. However, there are ways we can increase our level of preparedness and resilience to flood Flood Study (Flood Study), to investigate regional scale flooding across the Brisbane River floodplain that is caused by events across the Brisbane River floodplain. The Queensland Government and local governments are working on a long- substantial rainfall across the Brisbane River catchment. Knowledge gained from historical flood events was critical to the term plan to manage the impact of future floods and improve community safety and resilience. development of the Flood Study, which provides valuable information about the varying size and frequency of potential The Flood Study was completed in early 2017 and provides the most up-to-date flood information about the probabilities floods across the floodplain to better assess the likely impact of flood events in the future.
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Withcott Town
AABCD EF G WALLAC ES ROAD 0 100 200 ek 0 100 200 re C ky metres oc T R R metres U O C 1 E To Murphys Creek 1 D T A A JONES ROAD K O VE R I DR S NDS N A I REL T HO T S I G C O N T N LITTLE N O E OA D KEY L C C E R RE S EK RD D S E R S D R R K E I E D Y C A A E N W N R GH A C I A O H N S O J G CREEK RD C Y E LE OAKEY A H RR LITT J I O R P WA D E R N D S U E R K S E M CO E R N N D LE G S I N G PORTE To Helidon T US ROAD O 2 To Gatton 2 N D To Brisbane T R S PAMELA CRT T R A ST RES D W R K R AN L C E U E D RE JE RB C A T N N K TO S N R GAT O D D E M I G K D Skate I D W R R K Park A S RU R BBQ THER N G FOR A D RD D P G Y I I A N GE DR W B Jean Biggs KRD Springbrook H R PAR HIG D O Park Park EG RR N WA T TO H S AD B ET BR T LA ZAB Burrambin CR NC ELI HV Park Gatton Ck IEW QUIGLEYS R RD Pedestrian D D J Bridge R O N S 3 L 3 E L S I D E E R RIV R D D N ' NDS S LA O ORE W SH O Withcott D A RD RD Transfer Station E D RUTHERFO M R S E K H SPA E W C ATER N RD Merryfields O S R I T N Park S Recreation ST G UL T Reserve AN T RB R BE O A E K A L J AH DAYNE R N ES R W D C C Skate E D S E k R T ree T C R R n T atto BBQ Park S G O T S Jean Biggs M ETH L B E T A Park LIZ B R E Forest C Burrambin Withcott Street Map Index Y AY Hall Park B GHW A Park O HI I REG G WAR M G k D S ee Belah Court D4 May Court C4 Cr R R es DEBR S D ol 4 A ST r H B 4 Belmore Drive W ate ON E4 Meadows Road C4,TC O y W D ke E on L Berghofer Drive A5-B6 Murphys Creek Road G2 A Withcott M L E S M State School R Biggs Road D C4,TC Nuttals Road F4 R C Church of Blanchview Road N s E6-F3
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DNRM RTI DL Release
From: Sharpe Doreen [[email protected]] Sent: Monday, 17 February 2014 10:11 AM To: [email protected]; [email protected]; [email protected]; [email protected]; [email protected]; [email protected]; [email protected] Subject: FW: Application for Permanent Road Closure - The Unnamed Road offEast Egypt Road, Egypt & Flagstone Creek Attachments: SKMBT_C451 14021709490.pdf Our Ref: 2014/000409 Hello Please find enclosed a copy of the Notice published in the Government Gazette of 14 February 2014 and drawing DWG 14/025 relative to the above application. The applicant advises that the proposed use of the subject area, if the road closure is approved would be fire break and buffer zone purposes as part of a property bush fire management plan To enable full consideration to be given to this matter please submit your views and/or requirements, in writing, to this office by 27 March 2014. If no reply is received by that date it will be assumed you have no objection to the application. Any objections received may be viewed by other parties interested in the proposed road closure in accordance with the provisions of the Right to Information Act 2009. Release If you wish to discuss this matter please contact Doreen Sharpe on 07 3884 5346. All future correspondence relative to this matter is to be referredDL to the contact an Officer at the address below or by email to [email protected]. Any hard copy correspondence received will be electronically scanned and filed.
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Baseflow in Lockyer Creek
BASEFLOW IN LOCKYER CREEK By James Craig Galletly M Agr Sc, University of Queensland A thesis submitted for the degree of Doctor of Philosophy School of Land, Crop and Food Sciences and School of Natural and Rural Systems Management University of Queensland Gatton, Australia 2007 Declaration of Originality This thesis reports the original work of the author, except as otherwise stated. It has not been submitted previously for any degree at any University. __________________________________ (James Craig Galletly) ii Abstract The basic question which this thesis seeks to answer is: ‘Was the baseflow which flowed continuously in Lockyer Creek prior to 1980 outflow from adjacent alluvial aquifers or was it outflow from basalt aquifers on the Main Range?’ This question was not obvious at the start of the project when information from ‘official’ sources suggested that Lockyer Creek was ephemeral, and there was no baseflow. To answer this question, it was necessary to define baseflow (as outflow from aquifers) and to devise a means of separating it from overland flow, because the existing methods separate ‘quick flow’ from ‘prolonged flow’: not overland flow from baseflow. The existence of baseflow presumes the existence of aquifers in the catchment, so geology of the catchment was examined to identify its aquifers. Streamflow records at four sites: three upstream and one downstream, were analysed to establish that baseflow was a significant component (25%) of streamflow over the period 1910-2000, and that average baseflow over this period was close to the estimated long-term safe yield of the Lockyer alluvium. The process of aquifer recharge was analysed and it was concluded that the alluvial aquifers are recharged by infiltration of water mainly through the bed of creeks and saturated flow in the aquifer below the water table, followed by unsaturated flow across a saturated/unsaturated boundary at the wetting front.
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LOCKYER VALLEY ALLUVIAL PLAINS Mt Berryman Fordsdale Dley Creek
00 10 20 30 40 50 60 152 00 152 15 152 30 L o g a n Cr eek LAKE WIVENHOE RELIABILITY DIAGRAM ESK B R I Run S Hampton ning B CROWS NEST Cree A k N E Buaraba VALLE Y HIGHWAY WAY HIGH k Cree araba Coominya Spring Bu Cre 70 ek 70 ENGLAND kyer Loc Cre ek Fifteen Mile Cr Clarendon eek This assessment uses the results of a medium intensity soil survey Atkinsons R which was based on aerial photography interpretation and ground Lagoon IVE observations ranging from one observation to an area of 25ha to one R observation to an area of 100ha. NEW A. Aerial photography interpretation with ground observations ranging from one per 25ha to one per 50ha. B. Aerial photography interpretation with ground observations ANE B ranging from one per 50ha to one per 100ha. S I Seven Mile Lagoon BR Lowood M ur phys Cree k 60 60 Tarampa Lockrose 27 30 27 30 Lockyer Lockye Lake Clarendon r Lake Clarendon ek Cre Ro C cky reek Coolana Cre ek Harlaxton Glenora Grove Postman's Ridge yer k oc Prenzlau L Helidon WARREGO HIGHWAY Withcott Minden Y RREGO A Gatton WA W GH TOOWOOMBA HI Plainland (CITY) Hatton Vale Marburg 50 Grantham 50 Blanchview TOOWOOMBA Forest Hill LAIDLEY Carpendale Tenthill Birru Middle Ridge Tallegalla Lilydale Kunkala ek Cr e Cabanda Flagstone Creek stone Woodlands Flag Ma Ma Creek Laidley Stockyard Rosewood Te n t h i l Glen Lomond l C r e e GATTON k Preston Grandchester R IVE Upper Tenthill R R 40 ME 40 E Mt Whitestone R B IPSWICH (CITY) k e Cre e s Caffey Lower Mt Walker adi Sugarloaf reek Par C LOCKYER VALLEY ALLUVIAL PLAINS Mt Berryman Fordsdale
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Helidon Hills Drive Spectacular Valley & Mountains Views Natural Forest Camping Areas Horticulture Historical Railway Stations Historical Buildings
LOCKYER VALLEY TOURIST DRIVES Approx Drive Distance 115KM | Approx Drive Time 1hr 25min HELIDON HILLS DRIVE SPECTACULAR VALLEY & MOUNTAINS VIEWS NATURAL FOREST CAMPING AREAS HORTICULTURE HISTORICAL RAILWAY STATIONS HISTORICAL BUILDINGS CROWS NEST 12KM ESK & THE LAKES 46KM Hampton Information Centre 10 Esk Hampton Rd Ravensbourne Intersection with New England Highway National Park Heritage Listed 11 Old Esk Rd 8 9 Scenic Views Toilets Collingwood Rd across the Valley Dirt Road Beutel’s Lookout Drive with Caution Perserverance Railway Lines Wellar Rd Food Stop New England Highway Steep Incline Scenic views Camping 4WD recommended accross the valley Fuel Stop Geham Views & Photo Opp Palm Tree Rd Seventeen Mile Rd Mile Seventeen Picnic Spot Fifteen Mile Rd Cabarlah September Wild Flowers Murphys Creek Lockyer National Park Jessie’s Cottage Wallers Rd Highfields Lockyer National Park Murphys Creek Rd Laidley St 12 Helidon Hills Bowen St 6 Seventeen William St Spring Bluff Mile Rd Birnam Railway Station 7 Goldmine Rd Second Range Crossing 5 Station St Arthur St Not suitable 4 for Caravans Turn to Murphys Creek Rd Highfields Postman’s Ridge Road (East) 13 Lockyer Siding 3 Turner St Ballard Rd Airforce Fords Rd Mt Kynoch Postman’s Lookout Viewing Area Ridge Sandstone Kart Quarries Club Sandy Creek Rd Seventeen Mile Rd Connors Rd Postman’s Ridge Rd (West) 14 Withcott Helidon Warrego Hwy 54 Warrego Hwy 54 Toowoomba Turn To Murphys Creek Gatton 15 2 Gatton Helidon Rd Grantham Gatton Lions 1 Park Lawes Iredale Lake Apex Historical Forest Hill Village
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The 2011 Brisbane Floods: Causes, Impacts and Implications
Water 2011, 3, 1149-1173; doi:10.3390/w3041149 OPEN ACCESS water ISSN 2073-4441 www.mdpi.com/journal/water Article The 2011 Brisbane Floods: Causes, Impacts and Implications Robin C. van den Honert * and John McAneney Risk Frontiers, Macquarie University, NSW 2109, Australia; E-Mail: [email protected] * Author to whom correspondence should be addressed; E-Mail: [email protected]; Tel.: +61-2-9850-4421; Fax: +61-2-9850-9394. Received: 1 November 2011; in revised form: 29 November 2011 / Accepted: 2 December 2011 / Published: 9 December 2011 Abstract: On 13th January 2011 major flooding occurred throughout most of the Brisbane River catchment, most severely in Toowoomba and the Lockyer Creek catchment (where 23 people drowned), the Bremer River catchment and in Brisbane, the state capital of Queensland. Some 56,200 claims have been received by insurers with payouts totalling $2.55 billion. This paper backgrounds weather and climatic factors implicated in the flooding and the historical flood experience of Brisbane. We examine the time history of water releases from the Wivenhoe dam, which have been accused of aggravating damage downstream. The dam was built in response to even worse flooding in 1974 and now serves as Brisbane’s main water supply. In our analysis, the dam operators made sub-optimal decisions by neglecting forecasts of further rainfall and assuming a ‘no rainfall’ scenario. Questions have also been raised about the availability of insurance cover for riverine flood, and the Queensland government’s decision not to insure its infrastructure. These and other questions have led to Federal and State government inquiries.
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Recovery and Resettlement Following the 2011 Flash Flooding in the Lockyer Valley
International Journal of Disaster Risk Reduction 8 (2014) 20–31 Contents lists available at ScienceDirect International Journal of Disaster Risk Reduction journal homepage: www.elsevier.com/locate/ijdrr Recovery and resettlement following the 2011 flash flooding in the Lockyer Valley Tetsuya Okada a,n, Katharine Haynes a, Deanne Bird a, Robin van den Honert a, David King b a Risk Frontiers, Macquarie University, NSW 2109, Australia b School of Earth & Environmental Sciences, James Cook University, Townsville, Qld. 4811, Australia article info abstract Article history: The Lockyer Valley region in southeast Queensland, Australia experienced extreme flash Received 23 September 2013 flooding in January 2011 that resulted in the loss of 19 lives including 12 in the township Received in revised form of Grantham. In order to reduce future risks, the Lockyer Valley Regional Council (LVRC) 7 January 2014 immediately committed to an innovative community resettlement project, despite an Accepted 7 January 2014 environment of political resistance and bureaucratic turmoil. From a local government Available online 18 January 2014 perspective, this paper provides an overview and examination of the unique disaster Keywords: recovery and resettlement process undertaken by the LVRC. A mixed methods approach Recovery was used to assess the resettlement project in terms of political, cultural, social and Resettlement financial factors that act to sustain and improve people's lives and livelihoods. Methods Flood included field observations, documentary analysis, focus group discussions and semi- Lockyer Valley Queensland structured interviews with key LVRC officers. Integrating the interview data sets and a Community variety of source materials, this paper assesses the early-stage outcomes of the resettle- ment and recovery process in Grantham and discusses the challenges and issues identified in the process so far.
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Geomorphic Impact of the January 2011 Flood on Murphys Creek
Geomorphic impact of the January 2011 flood on Murphys Creek Geomorphic impact of the January 2011 flood on Murphys Creek, southeast Queensland 1 2 2 Chris Thompson , Jacky Croke , Tim Pietsch 1 Centre for Integrated Catchment Assessment and Management (ICAM) The Australian National University, ACT. Email: [email protected] 2 Australian Rivers Institute, Griffith University Nathan Campus, Queensland 4111. Key Points The relative magnitude and frequency changed dramatically from the top to the bottom of the Lockyer catchment The geomorphic setting of lower Murphys Creek exposed the channel to extreme values of stream power Scouring of channel banks and benches along the confined channel resulted in a 3-fold increase in channel width and a net export of 476 188sediment from the reach Abstract Murphys Creek is one of the main headwaters of the Lockyer Catchment and was subject to the devastating January 2011 floods in southeast Queensland. Rainfall leading to the event had a moderate-high return interval, however, the already wet catchment resulted in very high rainfall-runoff coefficient causing flash flooding. This paper uses gauging station data, pre- and post-flood LiDAR data and modeling to evaluate the flood peak hydraulic characteristics and predict flood peak transport capacity. Major channel change occurred throughout the confined reach with benches stripped and channel banks eroded. Channel width increased up to three times pre-flood width. Peak unit stream powers reached 4700 W m-2 at points along the confined channel but do not appear to be high enough to entrain and deposit the exposed boulders (>2m in diameter) evident on the channel bed after the flood.
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