Notice of an Application for Planning Permit

3 June 2021 Form 2

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

The land affected by the 585 Great Alpine Road SARSFIELD application is located at: Lot 1 PS 831211

The application is for a Use and development of a dwelling, permit to: swimming pool and outbuilding

The applicant for the Labode Design permit is:

The application 220/2021/P reference number is:

You may look at the application and any (Intentionally blank) documents that support the application on the website of the responsible authority.

This can be done anytime by visiting the following website: https://www.eastgippsland.vic.gov.au/building-and-development/advertised- planning-permit-applications

Any person who may be affected by the granting of the permit may object or make other submissions to the responsible authority.

An objection must  be sent to the Responsible Authority in writing,  include the reasons for the objection, and  state how the objector would be affected.

The Responsible Authority will not Subject to applicant carrying out notice decide on the application before:

If you object, the Responsible Authority will tell you its decision.

Please note submissions received will be made available for inspection and may be made available to other parties in accordance with the Planning & Environment Act 1987. If you have concerns about this, please contact the East Gippsland Shire Council’s Planning Office. Copyright State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 (Vic) or pursuant to a written agreement. The information is only valid at the time and in the form obtained from the LANDATA REGD TM System. None of the State of Victoria, LANDATA REGD TM System, Victorian Land Registry Services Pty. Ltd. ABN 86 627 986 396 as trustee for the Victorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for any subsequent release, publication or reproduction of the information.

VOLUME 12261 FOLIO 560 Security no : 124088292811G Produced 23/02/2021 03:45 PM

LAND DESCRIPTION

Lot 1 on Plan of Subdivision 831211C. PARENT TITLE Volume 10045 Folio 042 Created by instrument PS831211C 11/11/2020

REGISTERED PROPRIETOR

Estate Fee Simple Sole Proprietor BRADEN JAMES HOOTON of 24 MORTON DRIVE EASTWOOD VIC 3875 AT829597B 03/12/2020

ENCUMBRANCES, CAVEATS AND NOTICES

MORTGAGE AT829598Y 03/12/2020 COMMONWEALTH BANK OF AUSTRALIA

COVENANT AT829597B 03/12/2020

Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section 24 Subdivision Act 1988 and any other encumbrances shown or entered on the plan set out under DIAGRAM LOCATION below.

AGREEMENT Section 173 Planning and Environment Act 1987 AT433993Y 16/07/2020

DIAGRAM LOCATION

SEE PS831211C FOR FURTHER DETAILS AND BOUNDARIES

ACTIVITY IN THE LAST 125 DAYS

NUMBER STATUS DATE PS831211C (S) PLAN OF SUBDIVISION Registered 11/11/2020 AT829596D (E) DISCHARGE OF MORTGAGE Registered 04/12/2020 AT829597B (E) TRANSFER Registered 04/12/2020 AT829598Y (E) MORTGAGE Registered 04/12/2020

------END OF REGISTER SEARCH STATEMENT------

Additional information: (not part of the Register Search Statement)

Street Address: 585 GREAT ALPINE ROAD SARSFIELD VIC 3875

ADMINISTRATIVE NOTICES

NIL eCT Control 15940N CBA - COMMONWEALTH BANK OF AUSTRALIA Effective from 04/12/2020

DOCUMENT END Title 12261/560 Page 1 of 1 Imaged Document Cover Sheet

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Document Type Plan Document Identification PS831211C Number of Pages 3

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Document Assembled 23/02/2021 15:49

Copyright and disclaimer notice: © State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 or pursuant to a written agreement. The information is only valid at the time and in the form obtained from the LANDATA® System. None of the State of Victoria, LANDATA®, Victorian Land Registry Services Pty. Ltd. ABN 86 627 986 396 as trustee for the Victorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for any subsequent release, publication or reproduction of the information.

The document is invalid if this cover sheet is removed or altered.

Department of Environment, Land, Water & Planning

Electronic Instrument Statement

Copyright State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 (Vic) or pursuant to a written agreement. The information is only valid at the time and in the form obtained from the LANDATA REGD TM System. None of the State of Victoria, LANDATA REGD TM System, Victorian Land Registry Services Pty. Ltd. ABN 86 627 986 396 as trustee for the Victorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for any subsequent release, publication or reproduction of the information.

Produced 23/02/2021 03:49:01 PM

Status Registered Dealing Number AT433993Y Date and Time Lodged 16/07/2020 02:24:07 PM

Lodger Details Lodger Code 14943M Name WARDS BARRISTERS AND SOLICITORS PTY LTD Address Lodger Box Phone Email Reference 19256 - Barter 2

APPLICATION TO RECORD AN INSTRUMENT

Jurisdiction VICTORIA

Privacy Collection Statement The information in this form is collected under statutory authority and used for the purpose of maintaining publicly searchable registers and indexes.

Estate and/or Interest FEE SIMPLE

Land Title Reference 10045/042

Instrument and/or legislation RECORD - AGREEMENT - SECTION 173 Planning & Environment Act - section 173

Applicant(s) Name EAST GIPPSLAND SHIRE COUNCIL Address Street Number 273 Street Name MAIN Street Type STREET Locality BAIRNSDALE State VIC Postcode 3875

Additional Details Refer Image Instrument

Reference :19256 - Barter 2 AT433993Y Page 1 of 2 LAND USE VICTORIA, 2 Lonsdale Street Melbourne Victoria 3000 GPO Box 527 Melbourne VIC 3001, DX 250639 ABN 90 719 052 204 Department of Environment, Land, Water & Planning

Electronic Instrument Statement

The applicant requests the recording of this Instrument in the Register.

Execution 1. The Certifier has taken reasonable steps to verify the identity of the applicant or his, her or its administrator or attorney. 2. The Certifier holds a properly completed Client Authorisation for the Conveyancing Transaction including this Registry Instrument or Document. 3. The Certifier has retained the evidence supporting this Registry Instrument or Document. 4. The Certifier has taken reasonable steps to ensure that this Registry Instrument or Document is correct and compliant with relevant legislation and any Prescribed Requirement. Executed on behalf EAST GIPPSLAND SHIRE COUNCIL of Signer Name ANDREW JOHN REYNOLDS Signer Organisation WARDS BARRISTERS AND SOLICITORS PTY LTD Signer Role AUSTRALIAN LEGAL PRACTITIONER Execution Date 16 JULY 2020

File Notes: NIL

This is a representation of the digitally signed Electronic Instrument or Document certified by Land Use Victoria.

Statement End.

Reference :19256 - Barter 2 AT433993Y Page 2 of 2 LAND USE VICTORIA, 2 Lonsdale Street Melbourne Victoria 3000 GPO Box 527 Melbourne VIC 3001, DX 250639 ABN 90 719 052 204 Imaged Document Cover Sheet

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Document Type Instrument Document Identification AT433993Y Number of Pages 8

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Document Assembled

The document is invalid if this cover sheet is removed or altered. Delivered by LANDATA®, timestamp 23/02/2021 15:49 Page 1 of 8 © State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the Copyright Act 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 or pursuant to a written agreement. The information is only valid at the time and in the form obtained from the LANDATA® System. None of the State of Victoria, LANDATA®, Victorian Land Registry Services Pty. Ltd. ABN 86 627 986 396 as trustee for the Victorian Land Registry Services Trust ABN 83 206 746 897 accept responsibility for any subsequent release, publication or reproduction of the information.

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AT433993Y

TOWN PLANNING ASSESSMENT

DESIGN AND PLANNING SCHEME RESPONSE

585 GREAT ALPINE ROAD, SARSFIELD 3875

PROPOSED DWELLING, POOL & SHED

28th April 2021

1.0 PROJECT DESCRIPTION & MAPS

The Proposed Project is for a new Dwelling, Pool and Shed.

Pursuant to the East Gippsland Planning Scheme, the subject site is situated within the below zoning & overlays: - Rural Living Zone (RLZ) - Rural Living Zone – Schedule 3 (RLZ3) - Erosion Management Overlay (EMO) - Erosion Management Overlay Schedule (EMO) - Vegetation Protection Overlay (VPO) - Vegetation Protection Overlay – Schedule 1 (VPO1)

This planning submission highlights the proposed development’s ability to comply with the relevant Clauses, Objectives, and Standards of the East Gippsland Planning Scheme.

Figure 1.0 - Location Map:

Figure 1.1 - Zoning Map:

Page 2 - 10

Figure 1.2 – Overlay Map:

2.0 DEVELOPMENT SUMMARY

2.1 The Proposal Construction of a new Dwelling, Pool and Shed. The proposed development is located on a large site which is currently vacant land. The proposed dwelling is single storey with a double car garage which sits on the high side of the site at the rear west boundary. Materials will be weatherboard, feature stone and colorbond roofing with a hipped roof with feature gable ends. A septic system has been considered with the discharge to an effluent envelope to the north west rear boundary. The proposed pool is located to the rear of the dwelling which is accessible via the alfresco area. The shed is located on the low side of the property on the south boundary which will be used to store a tractor and required equipment to maintain the property. Figure 2.0 - Development Summary:

Page 3 - 10

Areas: Site Area 57100m2 (5.71ha)

Site Coverage 759m2 (2%) (dwelling, pool & shed)

Permeable Area 56,341m2 (98%)

Garden Area N/A

Number of Dwellings One

3.0 PLANNING CONTROLS

An assessment according to the State Planning Policy Framework and the Local Planning Policy Framework of the East Gippsland Planning Scheme was carried out as follows.

35.03 RURAL LIVING ZONE

- To implement the Municipal Planning Strategy and the Planning Policy Framework. - To provide for residential use in a rural environment. - To provide for agricultural land uses which do not adversely affect the amenity of surrounding land uses. - To protect and enhance the natural resources, biodiversity and landscape and heritage values of the area. - To encourage use and development of land based on comprehensive and sustainable land management practices and infrastructure provision.

35.03-1 Tables of uses

Section 1 – Permit not required. Dwelling (other than bed and breakfast)  the lot must be at least the area specified in a schedule to this zone. If no area is specified, the lot must be at least 2 hectares.  must be the only dwelling on the lot  must meet the requirements of Clause 35.03-2

Response:

Permit not required. - The proposed development is a section 1 use, the site is greater than 2 hectares, the proposed dwelling is the only dwelling on the lot and the requirements of clause 35.03-2 are achieved.

35.03-2 Use of land for a dwelling

A lot used for a dwelling must meet the following requirements:  Access to the dwelling must be provided via an all-weather road with dimensions adequate to accommodate emergency vehicles.  The dwelling must be connected to a reticulated sewerage system or if not available, the waste water must be treated and retained on-site in accordance with the State Environment Protection Policy (Waters of Victoria) under the Environment Protection Act 1970.  The dwelling must be connected to a reticulated potable water supply or have an alternative potable water supply with adequate storage for domestic use as well as for fire fighting purposes.  The dwelling must be connected to a reticulated electricity supply or have an alternative energy source.

Response:

Page 4 - 10

Requirements achieved. - all weathered road will be provided, septic system will be provided, water available to site, electricity available to site

35.03-3 Subdivision

Response:

N/A. - no subdivision proposed

35.03-4 Buildings and works

A permit is required to construct or carry out any of the following:  A building or works associated with a use in Section 2 of Clause 35.03-1. This does not apply to: – An alteration or extension to an existing dwelling provided the floor area of the alteration or extension is not more than the area specified in a schedule to this zone or, if no area is specified, 100 square metres. Any area specified must be more than 100 square metres. – An out-building associated with an existing dwelling provided the floor area of the out-building is not more than the area specified in a schedule to this zone or, if no area is specified, 100 square metres. Any area specified must be more than 100 square metres. – An alteration or extension to an existing building used for agriculture provided the floor area of the alteration or extension is not more than the area specified in the schedule to this zone or, if no area is specified, 100 square metres. Any area specified must be more than 100 square metres. The building must not be used to keep, board, breed or train animals. – A rainwater tank.  Earthworks specified in a schedule to this zone, if on land specified in a schedule.  A building which is within any of the following setbacks: – The setback from a Road Zone Category 1 or land in a Public Acquisition Overlay to be acquired for a road, Category 1 specified in the schedule to this zone or, if no setback is specified, 30 metres. – The setback from any other road or boundary specified in the schedule to this zone. – The distance from a dwelling not in the same ownership specified in the schedule to this zone. – 100 metres from a waterway, wetlands or designated flood plain.

Response:

Permit required. - The proposed development is within 100m of a neighbouring dwelling as per Rural Living Zone – Schedule 3 (RLZ3)

SCHEDULE 3 TO CLAUSE 35.03 RURAL LIVING ZONE

1.0 Subdivision and other requirements

Page 5 - 10

Response:

Permit not required. - The proposed development is setback greater than 20m from a road - The proposed development is setback greater than 10m from a boundary

Permit required. - The proposed development is setback less than 100m from a dwelling not in the same ownership

42.02 VEGETATION PROTECTION OVERLAY

- To implement the Municipal Planning Strategy and the Planning Policy Framework. - To protect areas of significant vegetation. - To ensure that development minimises loss of vegetation. - To preserve existing trees and other vegetation. - To recognise vegetation protection areas as locations of special significance, natural beauty, interest and importance. - To maintain and enhance habitat and habitat corridors for indigenous fauna. - To encourage the regeneration of native vegetation.

42.02-1 Vegetation significance and objectives

42.02-2 Permit requirements

Page 6 - 10

Response:

N/A - no vegetation proposed to be removed

42.02-3 Table of exemptions

Response:

N/A - no vegetation proposed to be removed

42.02-4 Application requirements

Response:

N/A - no vegetation proposed to be removed

SCHEDULE 1 TO CLAUSE 42.02 VEGETATION PROTECTION OVERLAY

2.0 Vegetation protection objectives to be achieved

Response:

N/A - no vegetation proposed to be removed

3.0 Permit requirement

Response:

N/A - no vegetation proposed to be removed

4.0 Application requirements

Response:

N/A - no vegetation proposed to be removed

Page 7 - 10

44.01 EROSION MANAGEMENT OVERLAY

- To implement the Municipal Planning Strategy and the Planning Policy Framework. - To protect areas prone to erosion, landslip or other land degradation processes, by minimising land disturbance and inappropriate development.

44.01-1 Erosion management objectives and statement of risk

44.01-2 Buildings and works

A permit is required to construct a building or construct or carry out works, including:  Roadworks.  Buildings and works associated with a dependent person’s unit.  A domestic swimming pool or spa and associated mechanical and safety equipment.  Any matter specified in Clause 62.02-2 if specified in a schedule to this overlay. This does not apply if a schedule to this overlay specifically states that a permit is not required.

Response:

Permit not required. - schedule to this overlay states permit is not required for a single dwelling on a lot

44.01-3 Vegetation removal

A permit is required to remove, destroy or lop any vegetation. This does not apply:  If a schedule to this overlay specifically states that a permit is not required.  If the table to Clause 44.01-4 specifically states that a permit is not required.  To the removal, destruction or lopping of native vegetation in accordance with a native vegetation precinct plan specified in the schedule to Clause 52.16.

Response:

N/A - no vegetation proposed to be removed

44.01-4 Table of exemptions

Response:

N/A

44.01-5 Subdivision

Response:

N/A - no proposed subdivision.

44.01-6 Application requirements

An application must be accompanied by any information specified in a schedule to this overlay and information showing:

Page 8 - 10

 The existing site conditions, including land gradient and the extent of any existing erosion, landslip or other land degradation.  The extent of any proposed earthworks.  The means proposed to stabilise disturbed areas.  Any other application requirements specified in a schedule to this overlay.

Response:

Proposed cut and fill is less than 1.0m, refer to architectural plans.

SCHEDULE TO CLAUSE 44.01 EROSION MANAGEMENT OVERLAY

MANAGEMENT OG GEOTECHNICAL HAZARD

1.0 Erosion management objectives to be achieved

- To ensure that applications for the development of land subject to high or very high geotechnical hazard are accompanied by expert geotechnical risk assessments. - To ensure that development is designed and carried out in accordance with the recommendations of expert geotechnical risk assessments. - To ensure that development does not increase the risk of geotechnical hazard to life or property. - To encourage the rehabilitation of land affected by geotechnical hazard.

2.0 Statement of risk

None specified.

3.0 Permit requirement

No planning permit is required to construct or carry out the following buildings or works:  A dwelling, including a replacement dwelling, where it is to be the only dwelling on the lot.  Buildings and works ancillary to an existing dwelling including domestic swimming pools or spas (and associated mechanical and safety equipment) and sheds.  Buildings and works associated with a dependent person’s unit.  A non-habitable building with a gross floor area that does not exceed 200 square metres.  Alterations or extensions to existing buildings.  Water tanks, bores, wind turbines or solar energy facilities associated with accommodation or agriculture uses.  Agricultural activities such as ploughing, grazing and slashing of substantially cleared areas maintained for pasture or crop raising.  Buildings and works associated with advertising structures.  Buildings and works associated with a jetty.  Earthworks where excavations or fill do not exceed one metre (height or depth).  Any buildings necessary to prevent soil erosion, or to ensure soil conservation or reclamation.  For all buildings and works generally in accordance with the approved Brookfield Lakes Development Plan.  Buildings or works carried out by or on behalf of a public authority, government department or municipal council.

Response:

Permit not required. - proposed development is only one dwelling on the lot. - proposed cut and fill less than 1.0m.

Permit required. - proposed shed is greater than 200m2 (approx. 216m2).

4.0 Application requirements

Page 9 - 10

In addition to the information required by Clause 44.01-6 an application to develop land and/or remove vegetation must be accompanied by a Site and Surrounds Plan and a geotechnical risk assessment prepared by a suitably qualified and experienced geotechnical practitioner.

Response:

- Architectural plans provided with appropriate site information. - Geotechnical report provided.

4.0 CONCLUSION

Based on this assessment, the proposed development at 585 Great Alpine Road, Sarsfield meets the objectives and standards of the East Gippsland Planning Scheme. There are planning triggers caused by the proposed development being located within 100m from a dwelling not in the same ownership and the proposed shed being greater than 200m2. 5.0 APPENDIX 01 - AERIAL VIEW

Refer to Site Analysis plans & Design Response Plans on SA01 & DR01 of provided architectural plans. 6.0 APPENDIX 02 – STREETSCAPES

Refer to streetscape views on SA01 & DR01 of provided architectural plans.

Page 10 - 10 Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 1 of 11 LAND CAPABILITY ASSESSMENT ON-SITE DOMESTIC WASTEWATER

Proposed LAA

Dam

Proposed Dwelling

585 Great Alpine Rd , Sarsfield 1.0 INTRODUCTION SAC were engaged to undertake an LCA for the purpose of on-site domestic wastewater management of the Proposed Residence at 585 Great Alpine Rd , Sarsfield. The field investigation and report have been undertaken by suitable experienced staff.

The assessment was completed in accordance with the EPA Code of Practice – Onsite Wastewater Management (EPA Publ. No. 891.4, July 2016), guidelines for Land Capability Assessment For On-Site Wastewater Management (EPA Publ. No. 746.1, March 2003), On-Site Domestic Wastewater Management (AS/NZS 1547:2012) and East Gippsland Shires Domestic Wastewater Management Plan.

Information and results are presented in table form for clear data presentation and ease of identification of key points. Detailed recommendations presented on page 7 of the report. LCA is to be read in conjunction with Site Features Plan 417553-LC1. Subject Land 585 Great Alpine Rd, Sarsfield Client Luke Shashkoff Email Address [email protected] Contact Mob: 0430 153 606 Map Reference Vicroads 84 C6 Municipality East Gippsland Shire Council Proposed Development 4 Bedroom Residence (Potential Occupancy = No. of Bedrooms + 1)1 Design Flow 220 L/person/day 2 (for households with extra wastewater producing facilities) Anticipated Wastewater Load 1100 L/day Treatment System Required Secondary treated effluent to minimum 20/30 standard (ie. AWTS3 or sand filter) Disposal System Required Sub-surface irrigation – Area of 550m2

1 As identified in Victorian EPA Code of Practice – Onsite Wastewater Management (publication 891.4, July 2016) Section 3.4.1 2 As identified in AS/NZS 1547:2012 – Onsite Domestic Wastewater Management (Appendix H, Table H1) 3 AWTS – Aerated Wastewater Treatment System (EPA approved) 417553 LCA (Shaskoff) Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 2 of 11

2.0 PURPOSE/SCOPE OF ASSESSMENT

Broad-scale assessment for subdivisional purposes Purpose and Scope of Assessment (often requires further lot-specific assessment at later date)

Detailed investigation for lot-specific management requirements

Subject Site

B A I R N S D A L E

Figure 1: Locality Plan

Dam Dam

Dam

Figure 2: Aerial view of subject site (approximate title boundaries shown)

Proposed House Site Denotes ephemeral watercourse

417553 LCA (Shaskoff) Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 3 of 11

3.0 SITE KEY FEATURES

Criteria / Feature Description Implications for Wastewater Management Allotment/s Title details Lot 1, PS 831211 Council Property No: 100321 No. of Lots Proposed 1 Lot size 5.71 ha Large allotment, with ample capacity to locate (EPA recommended minimum dwelling and effluent field in a number of sites lot size = 1.0 ha) within allotment boundaries and hence for effluent to be contained on-site. Dwelling Usage Likely to be permanent Adjoining Lot sizes Large rural lots 2.0+ ha in size. Overall volume of wastewater being disposed to land in the local district is low. Current Land Use Vacant Current Wastewater generation is negligible Infrastructure Zoning & Overlays Rural Living Zone- Schedule 3 (RLZ3) Erosion Management Overlay (EMO) Vegetation Protection Overlay-Schedule 1 (VPO1) Nearest Reticulated Sewer Township of Lucknow Not feasible to connect to reticulated sewer. The area is unlikely to be sewered in the long term future. Reticulated Water Available on existing allotment Increases the risk of excessive water usage by future dwellings. Power Available on existing allotment Allows ready use of wastewater treatment plant Land Features Geology Nl (Tmp) - Tertiary Marine deposits consisting of Observed Soils dominated by fine sandy loams, Marine, non-marine: gravel, sand (from 1:250,000 overlying stiff medium clays. Geological Map Series BAIRNSDALE ) Elevation Approx 110m AHD Landscape Elements The site is situated at the high point of a low rolling Contoured landscape providing good surface water hill system, with a yellow duplex sedimentary shedding. landscape. Fill Natural soil profiles were observed throughout the No filling is proposed in the effluent management site. No fill was observed. area. Aspect Area of investigation slopes to the south east and south west. River/Stream Catchment None Risk is reduced Dams/Surface Water Agricultural dams located within the subject site and Necessary setbacks are easily achieved adjoining rural lots Rock Outcrop None Reduces limitations and maximises efficiency of effluent disposal fields Erosion No evidence of sheet or rill erosion. The erosion hazard is low. Vegetation Grass/Pasture No vegetation clearing required for establishment of effluent disposal field or dwelling development Climate Temperate Reduces variation in efficiency of effluent field Solar Exposure High Maximises efficiency of effluent disposal fields Recommended Buffer All buffer distances recommended in Table 5 of EPA Distances Publication 891.4 (July 2016) are achievable and do not significantly limit siting of the LAA in this case

Available Land Application Considering all site constraints and the buffers By using a system that provides secondary treatment Area (LAA) mentioned above, the site has ample land that is and pressurized sub-surface irrigation, there will be suitable and available for land application of treated ample protection for surface and groundwater effluent.

4.0 SOIL ASSESSMENT & CONSTRAINTS

The sites soils have been assessed for their suitability for onsite wastewater management by a combination of soil survey and desktop review of published soil survey information as outlined below.

4.1 Published Soils Information

Soils of the site have been mapped and described in Sustainable Soil Management “A reference manual to the major agricultural soils of the Bairnsdale and Dargo regions”, and are described as belonging to the Stockdale (Sd) map unit with Munro (Mu). This unit occurs on rolling low hills and is comprised of Tertiary sediments and sands. Most of the land has been cleared of native vegetation and used for grazing. The surface soils are mostly fine textured soils, with a sandy loam to fine sandy loam sharply separated from a medium clay subsoil occurring at around 20-40cm, although some subsoils are clayey sands and sandy clays. Some of the more sandier surface soils have developed a “coffee rock” layer at the base of the A2 horizon.

4.2 Soil Survey and Analysis

A Soil survey was carried out at the site to determine suitability for application of treated effluent. Subsoil investigations were conducted at two locations in the vicinity of the proposed building, as shown on the Site Features Plan, using a hand auger (B1-B2). This was sufficient to adequately characterise the soils, as only minor variation would be expected throughout the area of interest.

Samples of all discrete soil layers for test bore 1 were collected for subsequent laboratory analysis of pH4, electrical conductivity5 and Emerson Aggregate Class6. The soil profile of Test Bore 2 is detailed below.

Depth (m) Description Horizon

0.0 TOPSOIL: Dk Grey/Brown, Dry, Fine Sandy A1 0.1 0.2 SILT: Brown, Dry, Very Dense, Cemented A2 0.3 Gravelly & Sandy 0.4 0.5 0.6 CLAY: Yellowish Brown, Dry, Very Stiff B1 0.7 0.8 0.9 1.0+

4 The pH of 1:5 soil/water suspensions was measured using a Merck pH strip 5 EC (dS m-1) was calculated by measuring the electrical conductivity of 1:5 soil water suspension. 6 Appendix C shows photographic results of Emerson Aggregate Test (Slaking/Dispersion) 417553 LCA (Shaskoff) Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 5 of 11

Soil Features: TEST BORE B1

Soil Horizon A1 A2 B1

Depth (mm) 0-200 200-400 400+

Field Texture Grade7 FSL SCL MC

Structure Moderate Weak Massive

pH 6 6 5

EC (dS m-1) 0.03 0.06 0.07

10YR 3/2 10YR 4/3 10YR 4/6 Dominant Colour Very Dark Greyish Brown Brown Dark Yellowish Brown

Salinity Hazard Non-Saline Non-Saline Non-Saline

Mottles None None Orange Blotches

Dispersion 8 5 5

Coarse Fragments - - - (% Volume) Soil Category8 3a 4b 6c (AS/NZ1547:2012) Design Irrigation Rate9 4 3.5 2 (DIR mm/day) Design Loading Rate10 15 6 NR (DLR mm/day) NA: Not Applicable NR: Not Recommended

Depth Description Horizon (m) 0.0 TOPSOIL: Dry, Gravelly Loam A1 0.1 0.2 SILT: Dry, Very Dense, Cemented Sandy A2 0.3 Clayey & Gravelly 0.4 CLAY: Dry, Very Stiff, Gravelly B1 0.5 0.6 0.7 0.8 0.9

1.0 1.2 1.5+

Soil Bore Log Profile

7 Refer Appendix D for description details(all soil samples have been sieved to minus 2mm and air-dried before being analized) 8 As identified in Victorian EPA Code of Practice – Onsite Wastewater Management (publication 891.4, July 2016) Appendix A, Table 9 9 For sub-surface irrigation (Refer Table M1 of AS/NZS 1547:2012) 10 For absorption trenchesand bed 417553 LCA (Shaskoff) Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 6 of 11

5.0 LAND CAPABILTY ASSESSMENT MATRIX Land features Land capability class rating Very good Good Fair Poor Very Poor (1) (2) (3) (4) (5) General characteristics No visible signs of Moist soil, but no Visible signs of Water ponding on Site drainage dampness water in pit dampness surface High - diversionary Very High - diversion Runoff None Low Moderate structures req'd not practical Flood/inundation potential Never < 1 in 100 < 1 in 30 > 1 in 20 (yearly return exceedence) > 60m < 60m Proximity to watercourses

Slope (%) 0 - 2 2 - 8 8 - 12 12 - 20 > 20

Low potential for High potential for Landslip None Evident Present or past failure failure failure Seasonal water table depth (m) >5 5 - 2.5 2.5 - 2.0 2.0 - 1.5 < 1.5 (incl. perched water tables) Rock Outcrop (% of land surface 0 < 10% 10-20% 20-50% >50% containing rocks > 200mm) Dense forest with Vegetation Type Turf or pasture little understorey

Average Rainfall (mm/yr) < 450 450 - 650 650 - 750 750 - 1000 > 1000

Pan Evaporation (mm/yr) > 1500 1250 - 1500 1000 - 1250 - < 1000

Fill No Fill Fill present Soil profile characteristics*

Structure High Moderate Weak Massive Single Grained

Profile depth > 2.0m 1.5m - 2.0m 1.5m - 1.0m 1.0m - 0.5m < 0.5m (of limiting Horizon B1)

Soil permeability category11 2 and 3 4 5 1 and 6

Presence of mottling None Slight Extensive

Coarse Fragments (% volume) <10 10-20 20-40 >40

pH 6 - 8 4.5 - 6 <4.5, >8

Emerson Aggregate Test 4, 6, 8 5 7 2, 3 1 (dispersion/slaking) Salinity (dS/m) <0.3 0.3 - 0.8 0.8 - 2 2 - 4 >4 (Electrical Conductivity)

Overall Site Rating12 Poor 4 * relevant to the sites most restrictive soil layer(s)

11 Refer Table 5.1 (Determination of Soil Category) of AS/NZS 1547:2012 12 A description of each Land Capability Class Rating is provided in Appendix A. 417553 LCA (Shaskoff) Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 7 of 11

6.0 CONCLUSION

This LCA has been prepared to accompany a development application to East Gippsland Shire Council for the Proposed Residence and associated necessary wastewater management system. As such, this report provides recommendations for treatment and land application systems that are appropriate to the land capability.

The site has a number of limitations that result in the development being unsuitable for Primary treatment only (i.e. traditional septic tank and subsoil absorption trenches):

• Limiting Horizon B1 (Medium Clays) have a very low permeability rate, • Medium Clays at shallow depths (400mm), • Massively structured (Category 6c) clay soils not suitable for disposal via absorption trenches.

The following section provides an overview of a suitable system, with sizing and design considerations. Detailed design for the system is beyond the scope of this study, but should be undertaken at the time of building application and submitted to Council.

7.0 RECOMMENDATIONS

It is recommended based on this LCA, that if the development of a Proposed Residence on 585 Great Alpine Rd , at the location indicated on the Site Features Plan 417553 - LC1:

• Install a system that provides secondary treatment with disinfection to meet EPA requirements for irrigation. Indicative target effluent quality is a minimum EPA standard 20mg/L BOD and 30mg/L SS. Several suitable options are available, including aerated wastewater treatment systems (AWTS) and single pass sand filters. Either of these options is capable of achieving the desired level of performance and final selection is the responsibility of the property owner, who will forward details to Council for approval.

• On-site disposal of domestic wastewater should occur within the proposed Land Application Area (refer Site Features Plan 417553 - LC1). The client is allowed flexibility in selecting the final location and configuration of the irrigation system, provided it remains within this envelope and in accordance with the relevant codes/standards.

• Subsurface irrigation will provide beneficial reuse of wastewater and this will be especially desirable given that the site is not serviced by town water. It will ensure the risk of effluent being transported off this site will be negligible.

• Calculation of Irrigation Area based on AS/NZ 1547 equation A=Q/DIR ➢ Q – 1100 L/day; ➢ DIR – 2.0 mm/day; ➢ Irrigation Area – 550m2

• To determine if the irrigation area recommended above is adequate, a water balance13 modelling has been undertaken to achieve a maximum wet weather storage depth of less than 10mm. The calculations are summarized below, with full details in Appendix B. ➢ Average daily effluent load – 900 L ➢ Design irrigation rate (DIR) – 2.0 mm/day; ➢ Crop factor – 0.6 to 0.85; and ➢ Retained Rainfall – 75%. ➢ Irrigation Area – 450 m2 ➢ Max Wet Weather Storage Depth – 6 mm (therefore area shown in bold to be adopted)

• Minimum setbacks and buffer distances must be obtained when establishing effluent disposal envelopes, as per EPA Code of Practice – Onsite Wastewater Management, publication 891.4, (July 2016).

• The owner shall consult an irrigation expert familiar with wastewater irrigation equipment, to help design and install the irrigation system. The irrigation plan must ensure good, even application of effluent.

13 Water Balance undertaken in accordance with EPA Publication 168 (1991), Guidelines for Wastewater Irrigation. 417553 LCA (Shaskoff) Job: Proposed Residence Date: 29 Mar 2021 585 Great Alpine Rd Sarsfield Designed: SJA Client: Luke Shashkoff P.O. Box 1700 P.O. Box 566 Job No.: 417553 111 Main St 191-193 Raymond St Bairnsdale, Vic, 3875 Sale, Vic, 3850 Checked: ACN 073 392 266 ACN 145 437 065 Page No.: 8 of 11

8.0 MANAGEMENT PROGRAM

8.1 Installation Issues To ensure the satisfactory installation and operation of the AWTS & sub surface irrigation, the following measures are to be implemented: • Construction of a shallow table or cut-off drain along the high sides of the effluent disposal area, extending to below the effluent disposal field; • Stormwater runoff from paved surfaces and driveways must be directed away from the disposal site. • Installation of the sub-surface irrigation system to be undertaken when the soils are dry or moist, not when the ground is saturated; • Sub-surface irrigation system to be designed to minimise root intrusion from trees; • Sub-surface irrigation system to utilise pressure dosing to ensure effluent is applied uniformly throughout the effluent disposal area.

8.2 Ongoing Management & Maintenance Issues To ensure the satisfactory ongoing performance of the proposed AWTS & sub surface irrigation, the owners/occupiers will need to ensure that: • No buildings or impermeable surfaces are constructed on or over the effluent disposal areas; • Heavy equipment is kept away from effluent disposal areas whilst the soil is saturated; • The primary effluent disposal field is maintained as a grassed area, or planted out with shrubs that tolerate wet conditions, have high evapo-transpiration capacity and can tolerate phosphorus levels typically found in treated effluent; • Trees and/or thick shrubs are not to be planted out along the northern or western edges of the effluent disposal areas to prevent exposure to both wind and sun .

The installer of the AWTS & sub surface irrigation is to ensure that the owners/occupants are aware of and fully understand their responsibilities in relation to operating the treatment system, maintenance requirements and what should be done in the event of any problems. The satisfactory ongoing performance and longevity of the AWTS & sub surface irrigation can be enhanced by: • Ensuring that maintenance requirements are undertaken regularly in accordance with the systems’ requirements and that both they and future owners/occupiers are aware of the systems capabilities, limitations and ongoing requirements; • Using biodegradable soaps, low phosphorous detergents and detergents that have low salt, sodium and chlorine levels; • Limiting the use of germicides (such as strong detergents, disinfectants, toilet cleaners, whiteners and bleaches); • Not flushing disposable nappies, sanitary napkins or other hygiene products into the systems; • Not flushing chemicals, paint or similar substances into the systems. NOTE: This report and associated plan(s) does not constitute a Septic Tank Permit. Such a permit should be obtained separately from the Environmental Health Department of East Gippsland Shire Council after development approval is obtained and prior to plumbing works commencing.

APPENDIX A

Capability Degree of General Description Class Limitation Rating 1 None to The proposed subdivision is suitable for on-site disposal of septic tank discharge. The limitations or environmental hazard from Very Slight long-term use are considered very slight. Standard performance measures for design, installation and management should prove satisfactory. Rating 2 Slight The site has been identified as generally suitable for on-site effluent disposal but there is a slight associated environmental hazard expected. One or more land limitations are present, which may not be compatible with ‘straight forward’ conventional on-site disposal. The wastewater management program will require careful planning, adherence to specifications and adequate supervision. Rating 3 Moderate The site has only a fair capability for on-site effluent disposal with a moderate associated environmental risk always present. Very careful site selection, preparation and specialized design will be required to address the identified land constraints. A management program should be delivered to the responsible authority with the development application and prior to earthworks commencing. It is recommended that, in order to achieve BPEM, wastewater-processing systems which can attain a higher level of treatment with basic monitoring should be considered as an alternative to standard conventional trench disposal. Rating 4 High Areas have a poor capability rating with a high associated environmental risk. Considerable difficulties are expected during siting and installation of the wastewater treatment system and during routine operation. A very high Engineering input and close supervision would be needed to minimize the environmental impact. Alternative wastewater processing systems capable of consistently producing a high quality secondary effluent (such as aerated wastewater treatment plants) together with a close monitoring program should be seriously investigated and adopted. Rating 5 Severe Areas have a very poor capability and there is severe associated environmental risk. The areas are not generally considered suitable for disposal of septic tank effluent by trench systems. The high levels of Engineering input and management needed at all stages are unlikely to adequately address the identified land constraints and achieve a sustainable outcome. Reticulated sewerage is usually the only acceptable option.

APPENDIX B

Water Balance Model for 4 bedroom dwelling (prepared by R.A. Patterson, Lanfax Labs. Armidale April 2007)

APPENDIX C

RECORD OF FIELD TEXTURE DETERMINATION TEST BORE B2 Ribbon Soil Grittiness Stickiness Plasticity Stain Grade (mm) A1 Moderate Slight None Moderate 20 FSL

A2 Very Moderate Slight Moderate 40 SCL A1 A2 B1 B1 None Extremely Extremely Extremely 75+ MC

Emerson’s Aggregate Testing & pH Testing

NONE SLIGHT MODERATE VERY EXTREMELY

APPENDIX D

Ribbon length Approx clay Soil Category Field Texture Grade Behaviour of moist blobs (mm) content % S Sand coherence nil to very slight, cannot be moulded; sand grains of nil < 5% 1 medium size; single sand grains stick to fingers LS Loamy sand slight coherence; sand grains of medium size; can be sheared about 5 about 5% between thumb and forefinger to give minimal ribbon of about 5mm CS Clayey sand slight coherence; sand grains of medium size; sticky when wet; 5 - 15 5% to 10% 2 many sand grains stick to fingers; discolours fingers with clay stain SL Sandy loam bolus coherent but very sandy to touch; will form ribbon; 15 - 25 10% to 20% dominant sand grains of medium size and readily visible FSL Fine sandy loam as for sandy loams, except that individual sand grains are not 15 - 25 10% to 20% visible, although they can be heard and felt L Loam bolus coherent and rather spongy; smooth feel when 25 about 25% 3 manipulated but with no obvious sandiness or "silkiness"; may be somewhat greasy to touch if much organic material present ZL Silty loam coherent bolus, very smooth to silky when manipulated, will 25 10% to 25% form a very thin ribbon and dries out rapidly SCL Sandy clay loam strongly coherent bolus, sandy to touch; medium size sand 25 - 40 20% to 30% grains visible in finer matrix FSCL Fine sandy clay as for sandy clay loam, except that individual sand grains are 40 - 50 20% to 30% loam not visible although they can be heard and felt. 4 CL Clay loam coherent plastic bolus, smooth to manipulate 40 - 50 30% to 35% ZCL Silty clay loam as for clay loams but not spongy; very smooth and silky; dries 40 - 50 30% to 35% out rapidly SC Sandy clay plastic bolus; fine to medium sand can be seen, felt or heard in 50 - 75 35% to 40% clayey matrix SiC Silty clay plastic bolus; smooth and silky to manipulate; long but very 50 - 75 30% to 40% fragmentary ribbon; dries out rapidly LC Light clay plastic bolus; smooth to touch; slight resistance to shearing 50 - 75 35% to 40% 5 between thumb and forefinger LMC Light medium plastic bolus; smooth to touch; slight to moderate resistance to 75 40% to 45% clay ribboning shear MC Medium clay smooth plastic bolus; handles like plasticine and can be > 75 45% to 55% moulded into rods without fracture; has moderate resistance to ribboning shear 6 HC Heavy clay smooth plastic bolus; handles like stiff plasticine; can be > 75 50% + moulded into rods without fracture; has firm resistance to ribboning shear Soil Texture Grade Table (International System, soil sieved < 2mm) & Table E1 (Assessment of Soil Textures) pg 106 of AS/NZS 1547:2012

9.0 REFERENCES

Environment Protection Authority (July 2016). Publication No. 891.4, Code of Practice – Onsite Wastewater Management.

Environment Protection Authority (Mar 2013). Publication No. 746.1, Land Capability Assessment For On-Site Wastewater Management.

Environment Protection Authority (1991). Publication 168, Guidelines for Wastewater Irrigation.

McDonald, R.C., Isbell, R.F., Spreight, J.G., Walker, J and Hopkins, M.S. (1990). Australian Soil and Land Survey: Field Handbook. Second Addition. Inkata Press, Melbourne.

Standards Australia / Standards New Zealand (2012). AS/NZS 1547:2012 On-Site Domestic Wastewater Management.

Victorian Resources Online; http://vro.depi.vic.gov.au/dpi/vro/vrosite.nsf/pages/vrohome

Munsell Soil-Color Charts (2009 Year Revised / 2012 Production)

417553 LCA (Shaskoff) 585 Great Alpine Road SARSFIELD VIC 3875 Page 1 of 3

This has been forwarded from the Building Department of the East Gippsland Shire Council.

Please find below the Building Certificate as requested. Your reference .

The email address that has generated this document is not monitored, please do not reply to this email and ensure all queries are addressed to the Building Department on 51539500.

Regards Building Department East Gippsland Shire Council

585 Great Alpine Road SARSFIELD VIC 3875 Page 2 of 3

Your Ref: Contact: Leigh Collings Ph (03) 51539500 AN: 100321

2 March 2021

Braden James Hooton 24 Morton Drive EASTWOOD VIC 3875 [email protected]

Dear Sir/Madam,

Re: BUILDING INFORMATION

Property 585 Great Alpine Road SARSFIELD VIC 3875 Description: Lot 1 PS 831211 CT-12261/560

In reference to your request for building information on the property I would like to advise you that the following is offered under the Building Act 1993 and Building Regulations 2018

Request for information

Regulation 51 (2)

Information on whether it is in an area which is:

(a)(e) On designated land, or liable for flooding within the meaning of regulation 5(2): NO

(b) Designated under regulation 150 as an area in which buildings are likely to be subject to attack by termites: YES

(f) Designated works. NO

Bushfire Note

Designation of Bushfire Prone Area and mapping has been re-introduced as of 8 September 2011 into the Building Regulations. This requires a Bushfire Attack Level assessment (BAL) and that the minimum of 12.5 must be applied when assessing against AS3959 for construction methods and the property is in Bushfire Prone Area.

585 Great Alpine Road SARSFIELD VIC 3875 Page 3 of 3

Smoke Detectors

It is mandatory for all residential buildings to have self-contained smoke alarms installed.

Fencing existing swimming pools

All swimming pools and spas constructed in Victoria are required to comply with safety standards.

The Australian Standards for AS 1926 Swimming pools and spas specifying safety requirements for fencing, that comply with the Building Regulations.

For all Commercial Properties

Essential Safety Measures and Annual Report

Owners of all commercial properties (excluding dwellings and outbuildings) are responsible to complete a signed Annual Essential Safety Measures Report confirming that all Essential Safety Measures for the building have been maintained and inspected by contractors, Building Inspectors, owners and occupiers periodically during the preceding year to verify all safety components of the building comply with Building Code of Australia requirements. The first report is due by June 14th 2009 and then annually. The report as required by the Building Regulations 224 is required to be displayed on the premises along with the list of essential safety measures for the premises for viewing by the occupants, CFA, and Shire Inspectors. Further information can be viewed in Part 12 of the Building Regulations 2018, or by contacting the Shire Municipal Building Surveyor, or private Building Surveyor. Inspections and Reports can be carried out by private Building Surveyors on behalf of the owner for the agreed service fee. Applicable fines can only be issued by the Municipal Building Surveyor or Authorised Officer.

For further information regarding building matters please contact the Building Administration Officer on (03) 5153 9500.

Yours faithfully

Leigh Collings Municipal Building Surveyor

Receipt No.: 2647427 Fee: $47.20

Contact Lachlan McArthur Phone (03) 51539500 Corporate Centre Our ref 100/2021/LPOD 273 Main Street (PO Box 1618) Your ref Bairnsdale Victoria 3875

Telephone: (03) 5153 9500 4 March 2021 National Relay Service: 133 677 Residents’ Info Line: 1300 555 886 Facsimile: (03) 5153 9576 Luke Shashkoff Email: [email protected] 9 Acacia Street ABN 81 957 967 765 OFFICER 3809 [email protected]

Dear Luke,

Storm Water Point of Discharge 585 Great Alpine Road SARSFIELD Lot 1 PS 831211

As per your application, please find the attached plan showing Storm Water Point of Discharge for the above property.

The storm water pipe layout to the discharge point must be shown on the approved building permit plans.

For further information or advice on the provided Storm Water Point of Discharge, please contact the Senior Technical Officer on 5153 9500.

Yours sincerely

LEIGH COLLINGS Municipal Building Surveyor

Encl. Plan Fee Received: $42.00 Receipt No.: 2647427

Website: www.eastgippsland.vic.gov.au Twitter: @egsc Email: [email protected]

STORM WATER POINT OF DISCHARGE

Property: 585 Great Alpine Road SARSFIELD Lot 1 PS 831211 Proposed: single dwelling

Discharge dwelling and hard surface storm water to a Rubble Pit or Rock Beached Outlet located a minimum of 6m from any dwelling, 3m from the property line and well away from any sewerage treatment areas

1. There is no Council drainage infrastructure immediately available to the subject site.

2. Storm water runoff must be dispersed on site using appropriate methods (e.g. to a Rubble Pit or appropriately designed rock beached outlet) to prevent erosion and pollution of the environment. This must be designed and installed by a Registered Plumber and be approved by the Relevant Building Surveyor. 3. Stormwater runoff from all building and paved surfaces must not be permitted to flow or discharge over any adjoining property and be located well clear of (or below), any sewerage treatment or outfall area(s). 4. It is noted that no dwelling or building has been shown on the site plan.

Our ref 100/2021/LPOD

Website: www.eastgippsland.vic.gov.au Twitter: @egsc Email: [email protected]

SIMON ANDERSON CONSULTANTS 29 Mar 2021

SITE CLASSIFICATION AND SOIL REPORT Luke Shashkoff Proposed Residence – 585 Great Alpine Road, Sarsfield

SITE CLASSIFICATION: M IN ACCORDANCE WITH AS2870-2011 WIND CLASSIFICATION: N3 IN ACCORDANCE WITH AS4055-2012 BAL RATING: 12.5 IN ACCORDANCE WITH AS3959 Sec 2.2 (Method 1) Sep 2011

Proposed Dwelling

WWW.SIMONANDERSONCONSULTANTS.COM.AU JOB No 417553 585 Great Alpine Road, Sarsfield

GENERAL This Soil Investigation consists of the drilling of 2 boreholes on proposed site area using an auger. Disturbed soil samples collected have been subject to visual examination and classification.

SITE DESCRIPTION This rural allotment is vacant land with a well-established grass cover and no trees. The proposed house site is situated at the high point of the property, displaying slight falls to the east and west.

GEOLOGY Nl (Tm-p); Tertiary Marine Deposits consisting of Marine, non-marine: gravel, sand.

SITE CLASSIFICATION Samples from bores show the classification of the site to be MODERATELY REACTIVE CLASS (M) in accordance with AS 2870 - 2011 "RESIDENTIAL SLABS AND FOOTINGS". NOTE: These classifications are based on limited bores and should conditions vary after site excavation classification should be reassessed.

RECOMMENDED FOUNDING MATERIAL (RFM) FOR FOOTINGS Dense, Natural, Clayey, Gravelly Silts at approx.. 400mm Below existing surface. Bearing Capacity 120kPa

RECOMMENDATIONS Moderately Reactive (M) Sites It is recommended that basic footing details be in accordance with Section 3 of AS 2870-2011 for soil Class M and that pad footings and concrete stumps be in accordance with AS 1684 – Residential Timber Framing Construction Manuals.

WIND CLASSIFICATION N3 In accordance with AS – 4055

BAL ASSESSMENT BAL-12.5 In accordance with AS-3959, Section 2.2 (Method 1) and bushfire regulations released on 8 September 2011.

00 Dark Grey/Brown, Moist, Sandy TOPSOIL 100 200 Brown, Moist, Dense, Sandy SILT 1 300 and Gravelly 400 Yellowish Brown, Moist, Dense SILT 500 Clayey with Torrent Gravels 600 700 Auger refusal at depth

800 BORE LOG B LOG BORE 900 1000 1100 1200

00 Dark Grey/Brown, Moist, Sandy TOPSOIL

100 200 Brown, Moist, Dense, Sandy SILT 2 300 and Gravelly 400 Yellowish Brown, Moist, Dense SILT 500 Clayey with Torrent Gravels 600 Auger refusal at depth 700

800 BORE LOG B LOG BORE 900 1000 1100 1200

Note: Depths noted may vary if the site is cut and/or filled. All footings should penetrate the “Recommended Founding Material” by at least 100mm.

WWW.SIMONANDERSONCONSULTANTS.COM.AU JOB No 417553

585 Great Alpine Road, Sarsfield

N SITE PLAN Not to scale

MAINTENANCE Changes in subsoil moisture can cause expansion and contraction in varying degrees to clays. It is important that the Owner take steps to maintain relatively constant moisture conditions in the subsoil. The Owner should be made aware of the following: On clay sites trees and shrubs can case substantial drying of the subsoil and possible shrinkage of the clay. Droughts or long dry spells in conjunction with trees and shrubs can cause damage. The planting of trees and shrubs at reasonable distances from the building can reduce the risk of damage. Trees should be avoided on reactive clay sites. Plumbing and drainage lines should be maintained in good order on the site and should leaks occur prompt repairs are necessary to avoid saturation of the foundations. Also garden watering, in particular by fixed irrigation systems should be controlled. Proper garden maintenance should produce year round uniform subsoil moisture.

SUBSOIL DRAINAGE The installation of subsoil drainage systems on poorly drained reactive clays sites can stabilise moisture conditions.

CRACKING Minor cracking of brickwork will occur in a significant number of buildings on reactive clay sites. Footing systems that completely protect a building from cracking under all circumstances is both impossible and would be uneconomical to design.

DETAILS Various construction and architectural details can be adopted to reduce the effects of ground movement these are: 1. Articulation of brickwork. 2. Subsoil drainage. 3. Proper drainage of ground surface to avoid ponding of water against buildings. 4. Flexible plumbing connections.

EXCAVATIONS Any excavations required parallel to the footing shall be kept at a suitable distance to avoid undermining of the footing. Service trenches shall be filled with compacted natural site material to prevent the soil moisture moving into the trench backfill.

NOTE The owners attention is drawn to the “Foundation Maintenance and Footing Performance: A Homeowners Guide” by CSIRO publishing. Freecall 1800 645 051 or http://www.publish.csiro.au/pid/7076.htm to purchase.

WWW.SIMONANDERSONCONSULTANTS.COM.AU JOB No 417553 585 Great Alpine Road, Sarsfield

BUSHFIRE ATTACK LEVEL (BAL)

Section 2.2 Simplified Procedure (Method 1)

2.2.3.2 Exclusions – Low threat vegetation and non-vegetated areas

The Bushfire attack level shall be classified BAL-LOW where the vegetation is one or a combination of any of the following:

(a) Vegetation of any type that is more than 100 m from the site.

(b) Single areas of vegetation less than 1 ha in area and not within 100m of other areas of vegetation being classified.

(d) Strips of vegetation less than 20 m in width regardless of length and not within 20 m of the site or each other, or other areas of vegetation being classified.

(e) Non vegetated areas, including waterways, roads, footpaths, buildings and rocky outcrops.

(f) Low threat vegetation, including managed grassland, maintained lawns, golf courses, maintained public reserves and parklands, botanical gardens, vineyards, orchards, cultivated ornamental gardens, commercial nurseries, nature strips and wind breaks.

(g) Unmanaged grassland, except in Tasmania

The subject site falls into the above exclusions, therefor the site is determined to be BAL-LOW# and no further assessment is required.

Clause 2.2.2: FDI is 100 as taken from table 2.3 Vic (b).

Clause 2.2.3: Vegetation has been determined to be Type………………

Clause 2.2.4: The distance of the site from the classified vegetation is ……………….. m.

Clause 2.2.5: The effective slope of the classified vegetation was determined using an inclinometer and is ………… deg up/down.

Clause 2.2.6: BAL was determined using Table 2.4.2 (see attached) BAL-……… is to be used to determine appropriate construction requirements.

Clause 2.2.7: Determine appropriate construction requirements using Figure 1.1 (see pg 2). Construction sections determined to be section 3 and 5.

#Notes: Under bushfire regulations released on the 8 September 2011 all new houses and alterations/additions in bushfire prone areas must meet a minimum Bushfire Attack Level (BAL) of 12.5 The above BAL rating is based on condition of vegetation at time of assessment and is only valid if vegetation is maintained as such.

Simon Anderson BE (Civil)CPEng MIEAust No 930355 BCC Registration No EC-1711 Date 29 Mar 2021

WWW.SIMONANDERSONCONSULTANTS.COM.AU JOB No 417553 585 Great Alpine Road, Sarsfield

Under bushfire regulations released on

8th Sept 2011.

Minimum BAL level required is

WWW.SIMONANDERSONCONSULTANTS.COM.AU JOB No 417553 SCALE: SITE ANALYSIS PLAN SCALE: LOCATION PLAN LABODE DESIGN BUILDING DESIGN M: 0430 153 606 W: WWW.LABODE.COM.AU ABN: 75 253 542 652 1:1500 NTS GREAT ALPINE ROAD VACANT LAND No 575D - - DAM EXISTING DWELLING DEPTFORD ROAD BRIGADE (1.26km) BAIRNSDALE (5km) REPORTED TO THIS OFFICE. THE OWNER, BUILDER, SUBCONTRACTOR PART WITHOUT THEIR WRITTEN PERMISSION. DIMENSIONS LABODE DEISGN AND SHALL NOT BE RE PRODUCED IN WHOLE OR IT HAS BEEN DESIGNED FOR AND TO BE USED EXCLUSIVELY BY SARSFIELD FIRE SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND TAKE PRECEDENCE OVER SCALE. ANY DISCREPANCIES SHALL BE THE ARCHITECTURAL DESIGN IS COPYRIGHT OF LABODE DESIGN. © No 55 LABODE DESIGN ABN 75 253 542 652 EXISTING DWELLING GREAT ALPINE ROAD - No 575B (1.1km) MOTOR TRACK 12° 07' 40" 110.5 110.0 109.5 160.13 m 109.0 108.5 108.0

107.5

108.0 108.5 109.0

111.0 98° 58' 20" 58' 98°

109.5 m 1.20

110.0

110.5

111.0

111.5 111.0

EXISTING DWELLING GREAT ALPINE ROAD

Date: Project: No 575A 110.5

01/03/2021 POOL & SHED PROPOSED DWELLING,

110.0

109.5 EXISTING DWELLING 109.0 GREAT ALPINE ROAD

108.5

111.5 No 575C

108.0

108.5

111.0

109.0 109.5 110.0 110.5 98° 58' 20" 58' 98°

SUBJECT SITE - 5.710 ha 278° 47' 20" 47' 278° GREAT ALPINE ROAD 2.0m POWERLINE EASEMENT VACANT LAND Address:

No 585 367.13 m 367.13 EXISTING DWELLING DEPTFORD ROAD Title: Set: No 15 TOWN PLANNING SITE ANALYSIS PLAN 585 GREAT ALPINE ROAD, SARSFIELD, 3875

DAM 348.48 m 348.48 DAM

U/G OPTIC FIBRE CABLE EXISTING DWELLING GREAT ALPINE ROAD No 555 16.0m POWERLINE EASEMENT

O/H POWER LINES P/P EXISTING DWELLING DEPTFORD ROAD AFTERNOON

2.0m WATER EASEMENT DEPTFORD ROAD DEPTFORD SUN

No 5

16.0m POWERLINE EASEMENT POWERLINE 16.0m O/H POWER LINES POWER O/H No of Sheets: Date: Issue: Scale Drawn By: Client: 2.0m WATER EASEMENT 1:1500 @A1 5 28/04/2021 A LS BRADEN HOOTEN 4.0m WATER EASEMENT EXISTING

CROSSOVER 4.0m WATER EASEMENT EXISTING DWELLING DEPTFORD ROAD

P/P 4.0m WATER EASEMENT No 10

SA01 199° 12' 20" GREAT ALPINE ROAD 161.34 m MIDDAY

MID-DAY SUN SUN

MID-DAY SUN EXISTING DWELLING GREAT ALPINE ROAD No 550 EXISTING DWELLING GREAT ALPINE ROAD No 570 EXISTING DWELLING GREAT ALPINE ROAD - (3.7km) No 620 RESERVE RECREATION SARSFIELD MORNING SUN GREAT ALPINE ROAD VACANT LAND - No 540 EXISTING DWELLING GREAT ALPINE ROAD (30km) ENTRANCE LAKES No 580 DAM DAM DAM SCALE: STREETSCAPE VIEWS 570 GREAT ALPINE ROAD 580 GREAT ALPINE ROAD 555 GREAT ALPINE ROAD 575A GREAT ALPINE ROAD 575C GREAT ALPINE ROAD 585 GREAT ALPINE ROAD (SUBJECT SITE) NO 5 DEPTFORD ROAD NTS SCALE: DESIGN RESPONSE PLAN SCALE: LOCATION PLAN LABODE DESIGN BUILDING DESIGN M: 0430 153 606 W: WWW.LABODE.COM.AU ABN: 75 253 542 652 1:1500 NTS GREAT ALPINE ROAD VACANT LAND No 575D DAM EXISTING DWELLING DEPTFORD ROAD REPORTED TO THIS OFFICE. THE OWNER, BUILDER, SUBCONTRACTOR PART WITHOUT THEIR WRITTEN PERMISSION. DIMENSIONS LABODE DEISGN AND SHALL NOT BE RE PRODUCED IN WHOLE OR IT HAS BEEN DESIGNED FOR AND TO BE USED EXCLUSIVELY BY SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND TAKE PRECEDENCE OVER SCALE. ANY DISCREPANCIES SHALL BE THE ARCHITECTURAL DESIGN IS COPYRIGHT OF LABODE DESIGN. © No 55 LABODE DESIGN ABN 75 253 542 652 EXISTING DWELLING GREAT ALPINE ROAD 110630 No 575B (DAM) APPROX.

12° 07' 40" 110.5 110.0 109.5 160.13 m 109.0 108.5 108.0

107.5

108.0 108.5 109.0

111.0 98° 58' 20" 58' 98°

109.5 m 1.20 50000

(SETBACK) 110.0 57825

110.5 PROPOSED DWELLING 111.0 PROPOSED

SHED

111.5

111.0 20000

EXISTING DWELLING GREAT ALPINE ROAD

Date: Project:

No 575A 110.5

(No 575C) (No

APPROX. 29615 24845

01/03/2021 66680 POOL & SHED PROPOSED DWELLING,

110.0

53845 (SETBACK) 53845

APPROX. (No 15) (No APPROX. 122610 109.5

(No 575C) (No

APPROX. 63460 EXISTING DWELLING 109.0 GREAT ALPINE ROAD

108.5

111.5 No 575C

108.0

108.5

111.0

109.0 109.5 110.0 110.5

130930 98° 58' 20" 58' 98° (DAM)

SUBJECT SITE - 5.710 ha 278° 47' 20" 47' 278° 2.0m POWERLINE EASEMENT Address:

No 585 367.13 m 367.13 EXISTING DWELLING DEPTFORD ROAD Title: Set: No 15 TOWN PLANNING DESIGN RESPONSE PLAN 585 GREAT ALPINE ROAD, SARSFIELD, 3875

DAM 348.48 m 348.48 DAM 261495 (SETBACK)

U/G OPTIC FIBRE CABLE EXISTING DWELLING GREAT ALPINE ROAD No 555 16.0m POWERLINE EASEMENT

O/H POWER LINES P/P EXISTING DWELLING DEPTFORD ROAD AFTERNOON

2.0m WATER EASEMENT DEPTFORD ROAD DEPTFORD SUN

No 5

CROSSOVER 4.0m WATER EASEMENT EXISTING DWELLING DEPTFORD ROAD

P/P 4.0m WATER EASEMENT No 10

DR01 199° 12' 20" GREAT ALPINE ROAD 161.34 m MIDDAY

MID-DAY SUN SUN

MID-DAY SUN EXISTING DWELLING GREAT ALPINE ROAD No 550 EXISTING DWELLING GREAT ALPINE ROAD No 570 EXISTING DWELLING GREAT ALPINE ROAD No 620 MORNING SUN GREAT ALPINE ROAD VACANT LAND No 540 EXISTING DWELLING GREAT ALPINE ROAD No 580 DAM DAM DAM SCALE: STREETSCAPE VIEWS 570 GREAT ALPINE ROAD 580 GREAT ALPINE ROAD 555 GREAT ALPINE ROAD 575A GREAT ALPINE ROAD 575C GREAT ALPINE ROAD 585 GREAT ALPINE ROAD (SUBJECT SITE) NO 5 DEPTFORD ROAD NTS LABODE DESIGN BUILDING DESIGN M: 0430 153 606 W: WWW.LABODE.COM.AU ABN: 75 253 542 652 SCALE: SITE PLAN No 575D EXISTING DWELLING ROAD DEPTFORD No 55 1:500 ROAD LAND GREAT VACANT ALPINE

110.8 110.7 110.6 110.4 110.5 110.3 110.1 110.2 109.9 110.0 109.8 109.7 109.6 109.5 109.4 109.3 109.2 109.1 109.0 108.9 12°108.8 108.7 07' 40" 108.6 108.5 108.3 108.4 108.2 108.1 108.0 110.9 107.9 107.8 107.7 107.6

107.5

107.4 160.13 m

107.4 107.5

107.7 107.6

107.8

108.0 107.9

108.1 108.2

108.3

108.4

111.0 108.5 108.6 108.7 108.8 108.9

109.0 109.1

109.2

109.3

TBM 112.40 111.1 NAIL IN TOP OF POST 109.4

109.5

109.6

109.7 50000 ENVELOPE IN ACCORDANCE PROPOSED EFFLUENT

GIPPSLAND SHIRE 109.8

WITH APPROVAL OF EAST APPROX LOCATION OF 57825 (SETBACK) 57825

REPORTED TO THIS OFFICE. THE OWNER, BUILDER, SUBCONTRACTOR PART WITHOUT THEIR WRITTEN PERMISSION. DIMENSIONS LABODE DEISGN AND SHALL NOT BE RE PRODUCED IN WHOLE OR IT HAS BEEN DESIGNED FOR AND TO BE USED EXCLUSIVELY BY 109.9 20" 58' 98°

SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND TAKE PRECEDENCE OVER SCALE. ANY DISCREPANCIES SHALL BE THE ARCHITECTURAL DESIGN IS COPYRIGHT OF LABODE DESIGN. © 1.20m

110.0 LABODE DESIGN ABN 75 253 542 652 110.1

110.2 EXISTING SHED 110.3

110.4

110.5

110.6

110.7

110.8 PROPOSED DWELLING

111.2 110.9

111.0

111.1

INSTALLED IN ACCORDANCE PROPOSED SEPTIC SYSTEM OF EAST GIPPSLAND SHIRE

SPECIFICATIONS & IN 111.2 WITH MANUFACTURER ACCORDANCE WITH APPROVAL APPROX LOCATION OF 111.1

PROPOSED 111.3

SHED

111.0 111.4

EXISTING

ALFRESCO 110.9

RL:110.35 111.5

EXISTING DWELLING GREAT ALPINE ROAD 110.8

Date: Project:

111.6 110.7

No 575C 110.6 01/03/2021 PROPOSED DWELLING & SHED

20000 24845 RL:110.50 110.5

RL:110.35

110.4 110.3

110.2 53845 (SETBACK) 66680 (SETBACK) 111.7

110.1 110.0

9615 109.9 109.8

2.0m WATER EASEMENT

109.7

109.6

109.5 109.4

Address: 109.3

Title:

Set: 109.2

111.7 109.1

TOWN PLANNING SITE PLAN 585 GREAT ALPINE ROAD, SARSFIELD, 3875 109.0

108.9 111.6

108.8 108.7

108.6 111.5 108.5

108.4

108.3 111.4

108.2

108.1 111.3

108.0 107.9 111.2

107.9 108.4 108.3 108.2

108.1 108.5 108.0 108.6 108.7 108.8 108.9 111.1

111.0

109.0 109.1 109.2 109.3 109.4 109.5 109.6 109.7 109.8 109.9 110.0 111.1 111.2 111.3 110.4 110.5 110.6 110.7 110.8 110.9 98° 58' 20" 58' 98° EXISTING DWELLING

DEPTFORD ROAD 5.710 ha 5.710 No 15

No of Sheets: Date: Issue: Scale Drawn By: Client: No. 585 No. 1:500 @A1

5 28/04/2021 A LS BRADEN HOOTEN 278° 47' 20" 47' 278° A01 2.0m POWERLINE EASEMENT

55930 367.13 m 367.13 OFFSET: DEPTH: SIZE: OPTIC FIBRE UNKWN UNKWN UNKWN mm mmØ mm

Dam 348.48 m 348.48 Dam 261495 (SETBACK)

16.0m POWERLINE EASEMENT POLE POWER 2.0m WATER EASEMENT EXISTING SHED TREE RETENTION/REMOVAL LEGEND:

EXISTING TREE TO BE REMOVED EXISTING TREE TO BE RETAINED RESPONSIBLE AUTHORITY PROPOSED TREE/VEGETATION TO THE SATISFACTION OF TANK

16.0m POWERLINE EASEMENT POWERLINE 16.0m

O/H POWER LINES POWER O/H

ROAD 2.0m WATER EASEMENT 12675 DEPTFORD A03 A02 A01 DR01 SA01 DRAWING SUMMARY REGISTER EXISTING DWELLING DEPTFORD ROAD No 5 ELEVATIONS DESIGN RESPONSE PLAN GROUND FLOOR PLAN SITE PLAN SITE ANALYSIS PLAN

4.0m WATER EASEMENT POLE POWER EXISTING CROSSOVER

4.0m WATER EASEMENT GREAT ALPINE199° 12' 20" 4.0m WATER EASEMENT ROAD 161.34 m 109.5 109.9 109.7 109.6 110.1 109.8 110.2 110.0 109.7 109.8 109.9 110.0 110.1 110.3 110.2

110.4 110.3

110.4 APPROX LOCATION OF PROPOSED SEPTIC SYSTEM INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS & IN ACCORDANCE WITH APPROVAL OF EAST GIPPSLAND SHIRE

110.5 11180

POOL AREA RL:110.35 110.6 8000

1200 110.7 1200 POOL

5090 110.5 ROOF OVER APPROX 7080 110.8 SITE CUT 6875 7885 APPROX VERANDAH SITE CUT

3100 STUDY NOOK 2180 VERANDAH RL:110.35 ALFRESCO WIR BED 2 R. 110.9

2180

BATH BATH SKY.L. SHELVES SHR REF 24360 OVERALL RAKED GAMES APPROX CEILING OVER FAMILY

SITE CUT F/PLACE 8000 SCREEN MASTER DW 3/SKY.L.

SUITE OHC R.

ENS HOT PLATE 4 BURNER TYPE 02 DINING BAR 110.4 STUDY NOOK 111.0 BED 4 BUTLERS WC OHC OHC

CATHEDRAL CEILING OVER CABINETRY KITCHEN STORE OHC 2400 MV V. OHC OHC STUDY NOOK WIL L'DRY 1500 BARN DOOR 2700H PLASTER BULKHEAD BED 3 110.3 WM STUDY FORMAL CUP'D PDR STORE DINING RL:110.50 WIL DESK LOUNGE WIR 7270 3880 /MEDIA VERANDAH VERANDAH GARAGE 110.2 RL:110.35 APPROX SITE CUT RL:110.35 1210 PORTICO

5980

4795 11180 4795 110.1

1210

APPROX SITE FILL 110.0 110.9 39130 OVERALL

109.9

110.8 110.2 110.4 110.3 110.5 110.6 110.7 110.1 109.8 109.9 110.0 DEVELOPMENT SUMMARY 109.8 SITE AREA: 57,100m2 2 SITE COVERAGE: 759m (2%) 2 PERMEABLE AREA: 56,341m (98%) GARDEN AREA: N/A NUMBER OF DWELLINGS: - 109.7 CARSPACES: - ALL LEVELS SHOWN TO AUSTRALIAN HEIGHT GROUND FLOOR PLAN DATUM (AHD) SCALE: 1:100 AREA SUMMARY

GROUND FLOOR : 304m² © LABODE DESIGN ABN 75 253 542 652 Project: PROPOSED DWELLING & Client: BRADEN HOOTEN TOTAL: 304m² (32.8SQ's) THE ARCHITECTURAL DESIGN IS THE COPYRIGHT OF LABODE DESIGN. Title: GROUND FLOOR PLAN GARAGE 38m² Drawn By: LS IT HAS BEEN DESIGNED FOR AND TO BE USED EXCLUSIVELY BY SHED ALFRESCO 48m² LABODE DESIGN LABODE DEISGN AND SHALL NOT BE RE PRODUCED IN WHOLE OR IN Address: 585 GREAT ALPINE ROAD, Scale 1:100 @A1 VERANDAH (FRONT) 35m² PART WITHOUT THEIR WRITTEN PERMISSION. WRITTEN DIMENSIONS VERANDAH (REAR) 28m² BUILDING DESIGN Issue: A TAKE PRECEDENCE OVER SCALE. ANY DISCREPANCIES SHALL BE SARSFIELD, 3875 GRAND TOTAL: 453m² (48.8SQ's) M: 0430 153 606 REPORTED TO THIS OFFICE. THE OWNER, BUILDER, SUBCONTRACTOR Date: 28/04/2021 POOL/AREA 90m² W: WWW.LABODE.COM.AU SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND ABN: 75 253 542 652 Date: 01/03/2021 SHED 216m² SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS Set: TOWN PLANNING No of Sheets: 5 A02 7185 5295 C.L 5325 C.L 4534 4463 2730 2880 2400 2400 2400 GARAGE

FL:110.50 FL:110.35 F.L F.L

RL: 110.6 RL: 110.7 RL: 110.5 RL: 110.3 RL: 110.4 RL: 110.2 RL: 110.2 RL: 110.1 EAST ELEVATION SCALE: 1:100 7434

C.L C.L 4546 5651 4570 3480 2730 2880 2400 2400 GARAGE

F.L FL:110.50 5404 FL:110.35 F.L

RL: 110.7 RL: 110.6 RL: 110.5 RL: 110.4 RL: 110.45 RL: 110.3 RL: 110.4 RL: 110.3 RL: 110.3 RL: 110.25 RL: 110.2 RL: 110.1 RL: 110.15 RL: 110.3 RL: 110.0 WEST ELEVATION SCALE: 1:100 7438 7188 5495 5496

C.L C.L C.L 4229 2730 2730 2880 2400 2400 2400 GARAGE

FL:110.50 FL:110.50 F.L F.L FL:110.35 F.L

RL: 110.4 RL: 110.5 RL: 110.3 RL: 110.5 RL: 110.4 RL: 110.3 RL: 110.3 RL: 110.2 RL: 110.55 RL: 110.3 RL: 110.2 RL: 110.2 RL: 110.25 RL: 110.2 RL: 110.1 RL: 110.1 RL: 110.1 RL: 110.0 RL: 110.0 NORTH ELEVATION SOUTH ELEVATION SCALE: 1:100 SCALE: 1:100

© LABODE DESIGN ABN 75 253 542 652 Project: PROPOSED DWELLING & Client: BRADEN HOOTEN THE ARCHITECTURAL DESIGN IS THE COPYRIGHT OF LABODE DESIGN. Title: ELEVATIONS Drawn By: IT HAS BEEN DESIGNED FOR AND TO BE USED EXCLUSIVELY BY SHED LS LABODE DESIGN LABODE DEISGN AND SHALL NOT BE RE PRODUCED IN WHOLE OR IN Address: 585 GREAT ALPINE ROAD, Scale 1:100 @A2 BUILDING DESIGN PART WITHOUT THEIR WRITTEN PERMISSION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. ANY DISCREPANCIES SHALL BE SARSFIELD, 3875 Issue: A M: 0430 153 606 REPORTED TO THIS OFFICE. THE OWNER, BUILDER, SUBCONTRACTOR W: WWW.LABODE.COM.AU Date: 28/04/2021 SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND Date: 01/03/2021 ABN: 75 253 542 652 SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS Set: TOWN PLANNING No of Sheets: 5 A03