NOTICE OF AN APPLICATION FOR PLANNING PERMIT · Septic Tank plumbers Report Permit to Use Septic...

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

PLANNING AND ENVIRONMENT REGULATIONS 2005 Form 2

Section 52 (Planning & Environment Act 1987)

The land affected by the application is located at:

323 Kangaroo Hills Road BLAMPIED VIC 3364 Lot 64 SEC B LP 2612 PSH PBK

The application is for a permit for: Two lot subdivision

The applicant for the permit is: TGM Group Pty Ltd (Geelong)

The application reference number is: PA 2072

You may look at the application and any documents that support the application at the office of the responsible authority:

Municipal Offices: Hepburn Shire Council Customer Services Building Corner Duke and Albert Streets, Daylesford Planning Department - Ph: 03 5348 1577

Planning applications may also be viewed on Council's web site under tab 'Statutory Planning'.

Follow the link to 'Applications on Advertising'.

This can be done during office hours and is free of charge. 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 decide on the application before:

6 / 12 / 2018

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

a n c h o r homes

9 November 2018

Hepburn Shire Council P0 Box 21 DAYLESFORD VIC 3460

ATTENTION: Planning Department

Dear Sir / Madam,

RE: Planning permit application 1080 Ullina-Kooroocheang Road SMEATON Proposed Replacement Dwelling

Head Office and Display 55 Industrial Road, Stratford, Vic, 3862 P: (03) 5145 7110 F: (03) 5145 7155 Sales Office and Display 1 Jersey Road, Bayswater, Vic, 3153 P: (03) 8736 9520 F: (03) 5145 7155 ABN: 15165 548 907 www.anchorhomes.com.au

HEPBURN SHIRE COUNCIL Ale No P.

Recd Date: 13 ?flV 2018 Recd 9y..... Action By: 44'9r.4 Reg No ....

Please process our planning permit application for a proposed replacement dwelling at the above address.

The following are included in support of the application:

Application for Planning Permit Planning Report 3 x A3 copies of Working Drawings

- Soil, Wind and BAL Report Septic Tank plumbers Report Permit to Use Septic Tank Feature Survey

- Current Copy of Title

- Current Copy of Title Plan

Please contact our office for payment of the prescribed planning application fee by credit card.

Should you require further information, please don't hesitate to contact us, either by phone or email

- [email protected].

Kind Regards ANCHOR HOMES

Heather Raikes Contracts Administrator

PLANNING & ENVIRONMENT ACT 1987

HEPBURN PLANNING SCHEME

This document is made available

for the sole purpose of enabling

its consideration and review as

part of a planning process under

the Planning & Environment Act 1987

The document must not be used

for any purpose which may

break any copyright.

944t0t4-1-, S H I R E COUNCIL Application for

Planning Permit

Fields marked with an asterisk (*) are mandatory and must be completed.

Formal 'and description (this information can be found on the Certificate of Title)

Lot No.

I Crown Allotment No. Section No, Parish OR Town

You must give full details of your proposal and attach the information required to assess the application. Insufficient or unclear information will delay your application.

For what use, development or other matter do you require a permit?

A P5

F t u " / 4 1 L S P

Provide additional information on the proposal, including: plans and elevations; any information required by the planning scheme, requested by Council or outlined in a Council planning permit checklist: and if required, a deschption of the

Estimated cost of development for which the permit is required (You may be required to verify this estimate) $ NB. Insert (0) if no development is proposed (eg, change of use, subdivision, removal of covenant, liquor licence)

Page 1 of 4











(eg. vacant, three dwellings, medical centre with two practitioners, l i censed restaurant with 80 s e a t s , grazing...). Provide a p l a n o f the exist ine condit ions. Photos are also

Encumbrances on Title:

Does the proposal breach, in any way, an encumbrance on title, such as a registered covenant, Section 173 agreement or other obligation such as an easement or building envelope?

No D Yes - attach information relating to the encumbrance

Business Name

Postal Address

Town / Posicode Email*

Where the preferred contact person for the application is different from the applicant provide the details for that person.

Surname

Postal Address

L . . ........ Town / Postcode Email











The person or organisation who owns the land (if different to the applicant). Where the owner is different from the applicant, provide the details for that person.

Surname

Po stai Address

Town I Postcode a

)

This form must be signed by the applicant.

I declare that I am the applicant; and that all the information provided in this application is true and correct to the best of my knowledge. The owner (if not myself) has been notified of the permit application.

Remember it is against the law to provide false or misleading information which could result in a heavy fine and cancellation of the permit.

If you need help to complete this form, please read

General information about the planning process is avaiiabie a

Contact Councils planning department to discuss the specific requirements for this application and obtain a Planning Permit checklist, Insufficient or unclear information may delay your application.

Has there been a pre-application meeting with a Council Officer? (If yes, with whom?)

Date _

=

The ir.5rmation g a a r a i in the form is used by Council to process the appca> on. To view Council's privacy policy, please either visit Council's offices or go to Council Privacy Statement located on Council's website











PLANNING REPORT 9 November 2018

1080 Ullina-Kooroocheang Road SMEATON Lot 2 Pan of Subdivision 607312X Volume 11062 Folio 596

PREAMBLE

Our assessment of this proposal is that the development (inclusive of buildings and works) and use will substantially comply with the relevant planning provisions to which the development is subjected.

It is not necessary to achieve full compliance with the planning provisions, so long as the overall development responds to the relevant factors to a level that warrants approval.

For the above reasons, we conclude that it should be deemed acceptable to grant permission for the proposal.

REVIEW

The scope of this report is to support the proposed development having regard to the relevant provisions of the Planning and Environment Act, State Planning Policy, Municipal Strategic Statement, and the Decision Guidelines and purpose of the relevant planning controls. It includes details of the proposal, identifies all planning requirements and provides justification as to why the proposal should be supported.

The application is for the development and use of a replacement dwelling.

SUBJECT SITE 1080 Ullina-Kooroocheang Road SMEATON

The subject property is located in the Loddon River (South) Basin of the Central Highlands, 8 km north and east of the tiny rural town of Smeaton and approximately 40 km north of Ballarat.

It is a large irregular shaped property of some 52,47 hectares with extensive road frontages to Ullina-Kooroocheang Road (gravel surface), within a farming and grazing area 150 km north and west of Melbourne.

Up until recently there has been a dwelling on the property, which unfortunately for the owners, has been destroyed by fire. Currently all that remains of the ruined home is a carport and an operative septic tank.

Access from the unmade road into the site is via the existing gravel driveway that served the original house.











3

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PLANNING CONTROLS

Farming Zone and Schedule FZ Environmental Significance Overlay and Schedule 1 ESO1 Significant Landscape Overlay and Schedule 1 SL01

PLANNING REPORT

Farming Zone and Schedule FZ (CI 3507)

A dwelling is a Section 1 Use under the zone provisions and does not require a permit if the following requirement are met:

• Must be the only dwelling on the lot.

The proposed replacement dwelling will be the only dwelling on the lot. The original dwelling has been destroyed by fire.

• The lot must be at 'east the area specified in a schedule to this zone. [Schedule to the Farming Zone states 'Minimum area f o r which no permit is required to use land for a dwelling (hectares). Land within that part o f the Zone which is within Area 2 on the attached map. 40 hectares']

The subject lot is 52.47 hectares, well in excess of the 40-hectare minimum.











I

Access to the dwelling must be provided via an all-weather road with dimensions adequate to accommodate emergency vehicles.

The proposed replacement dwelling will utilise the existing driveway leading from Uflina-Kooroocheang Road, which provides adequately for emergency vehicles.

e 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 proposed replacement dwelling will utilise the existing septic tank which was only commissioned and given permission to use in 2016. A copy of the Permit to Use is included with this submission in conjunction with a Plumber's Report on the current state of this septic.

e 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 firefighting purposes.

A potable water supply will be obtained from rainwater tank(s) of capacity 70,000 litre, utilising rainwater harvested from the roof(s) of the proposed dwelling.

• The dwelling must be connected to a reticulated electricity supply or have an alternative energy source.

Reticulated electricity is supplied to the site by Powercor.

We also confirm the following:

• Setback from the road (which is neither Category 1 or Category 2) is 42.7 metres which is greater than the minimum 20 metres.

• Setbacks from any other boundaries are all greater than the minimum 5 metres. • Setback from the nearest dwelling not in the same ownership is over 200 metres.

Environmental Significance Overlay and Schedule 1 (CI 42.01)

Found in the Central Highlands, where this property is situated, are the upper reaches of a number of water catchments Pinked to Port Philip Bay or the Murray River. Consequently, it is of great significance and concern to authorities that the quality of this water is protected. One way Council endeavours to manage their responsibility for this is by the inclusion of Schedule 1 to the ESO in the Hepburn Planning Scheme.

Respecting Council's objectives in this regard, together with the mandatory requirement for on-site wastewater to be treated and disposed of in accordance with the relevant EPA Code of

.•:.. •.••.•••::... ::.











)

Practice - On Site Wastewater Management, we put to Council that the proposed replacement dwelling will utilise the existing and relatively new septic system at the property. In so doing, there will be no change whatsoever to any environmental impact as a result of the proposed development no extra capacity or change in type of waste t reatment system is being requested.

A copy of Council's 'Certificate to use a standard septic tank system Permit No: HP010355' issued on 1 December 2016 is included with this submission. Also included is a copy of the Septic Tank Plumbers Report carried out by Strathfieldsaye Plumbing at the end of last month.

All stormwater generated from the proposed replacement dwelling and excess to drinking water requirements, will be disposed of within the property boundaries in a similar manner to the original house.

Based on the foregoing we are confident t h e wastewater t reatment and stormwater disposal methods proposed comply with, or exceed, Council's objectives to a level that means Council can fully support the proposed replacement dwelling.

Significant Landscape Overlay and Schedule 1 (Cl 42.03)

The Significant Landscape Overlay and Schedule 1 apply to only part of the property and the proposed replacement dwelling will be outside of this area.

On this basis therefore, our application contains no response t o the provisions of the Significant Landscape Overlay and Schedule 1.

Based on the foregoing and together with attached supporting documentation, we believe the proposed development substantially complies with the relevant planning provisions and submit that it is not necessary to achieve full compliance with the planning provisions, so long as the overall development responds to the relevant factors t o a level that warrants approval.

For the reasons set out in this report and supporting documentation, we conclude tha t it is appropriate for the Responsible Authority (Hepburn Shire Council) to grant permission for the proposed dwelling and associated works, subject to any conditions required by the Council or other relevant authorities.

• ......

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From: Sent: To: Subject: Attachments:

Hello,

• _ Lisa Sparkes <[email protected]> Monday, 29 October 2018 10:34 AM alanjanice@bigpondcom 1080 Ullina-Kooroocheang Rd SDukePlanni18102908530pdf

Please find attached copies of the only plans I could find for the above address. Sorry but I don't think they are going to tell you any more than you already know.

The original permit to install was for 4 runs of 25m trench however I c an t find any plans that indicate that this is what was installed.

Sorry we couldn't be more help! Lisa

S•UR COUNCIL

cer

50 156511











4

[ o u n d a length

6ffj

SEWER 9 M FROM HOUES

H BACK OF HOUSE S M OFF BACK BOUNDARY FENCE











s e p t i c

777mg

lS17N4 S I T E PLAN £04











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SHEET No.

2

DESCRIPTION

COVER PAGE GENERAL NOTES

REV NO,

PD-E

PD-E 3 SCHEDULES PD-E 4 SITE PLAN PD-E 5 CONTOUR PLAN PD-E 6 FLOOR PLAN PD-E 7 ELECTRICAL PD-E

8 ELEVATIONS PD-E

El ELEVATIONS PD-E 10 KITCHEN, WIP & LDRY DETAILS PD-E 11 BATHROOM & ENS DETAILS PD-E 12 BATHROOM & ENS DETAILS PD-F

113 ROBE DETAILS PD-E

Client Approval

CLIENT INITIALS:

BUILDER INITIALS:

55 Industrial Road (Princes Hwy), Stratford VIC 3862

T (03)5145 7110 F (03) 5145 7155

REGISTERED Building Practitioner

plus CPD

S D NEV RESIDENCE For: KATE GRAt""'izt"')'ET

At: 1080 ULLINA-KOOROOCHEANG ROAD, SMEATON VIC 3364

Project Title HAMPTON 16

Client Name KATE GRASSET

Address 1080 ULLINA-KOOROOCHEANG ROAD, SMEATON VIC 3364

Drawing Title COVER PAGE

AREA CALCULATIONS Contractors shall check and verify all dimensions and verify all J - GROUND FLOOR 1501 Drawings shat not h ion i t - rs:ruot on p r p s o s u t ssued Date: cah

09-Now18 As Noted 443 by the Builder for construction

Drawn By Aiecked LAN 0;N G 9-2 These drawings are deemed to comply with all current statutory ss LKR

n12 building legislation, regulations & codes relevant to the site- Project Number: heal No:

Signed. 0052 1 of 13

- Ken Rakes Vin D-1 I 2108 CB-L 43089 - NSW 174651C

PDE

I-0

00

0 0 ©











GENERAL NOTES: ALL WORKS CARRIED OUT SHALL BE IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE BUILDING CODE OF AUSTRALIA, STATE BUILDING REGULATIONS & LOCAL AUTHORITY REQUIREMENTS

CONTRACTORS SHALL CHECK ALL DIMENSIONS ON SITE PRIOR TO COMMENCING ANY WORKS.

Vv RITTEN DIMENSIONS HAVE PREFERENCE TO SCALE.

PLANS SHALL BE READ IN CONJUNCTION WITH PROJECT SPECIFICATIONS & ANY ATTACHED DOCUMENTATION.

IT IS THE BUILDERS RESPONSI8ILTY TO ENSURE THAT THE BUILDING IS WITHIN THE DESIGNATED BOUNDARIES AND VERIFY THAT THE SITE IS SHOWN CORRECT.

IT IS THE OWNERS RESPONSIBILTY TO NOTIFY THE DESIGNER OF ANY SERVICES.

DENOTES SMOKE DETECTOR INSTALLED IN ACCORDANCE WITH AS 3786- 1990

GLAZING TO COMPLY WITH AS 1288-2006 "GLASS IN BUILDINGS - SELECTION & INSTALLATION"

OVERFLOW RELIEF GULLY REQUIREMENTS TO COMPLY WITH AS 3500.2-1990 "SANITARY PLUMBING & SANITARY DRAINAGE"

DP DENOTES DOWNPIPE SP DENOTES DOWNPIPE & SPREADER

EXHAUST FANS, RANGEHOODS & TASTICS VENTILATED TO OPEN AIR VENTS IN EAVE

DOWNPIPE SOCKS TO BE USED DURING ON-SITE CONSTRUCTION WORKS

REMOVEABLE HINGES TO BE FITTED TO WC

WET AREAS TO BE IN ACCORDANCE WITH AS3740

SET TO BE CONSTRUCTED IN ACCORDANCE WITH NCC2016 3.9.1

TIMBER STEPS & DECKING TO BE COATED WITH SLIP RESISTANT COATING TO MANUFACTURERS SPECIFICATIONS IN ACCORDANCE WITH AS4586 - REFER TO NCC2016 3.9.1,1

ALL WORKMANSHIP & MATERIALS TO BE IN ACCORDANCE WITH RELEVANT BUILDING CODES & COUNCIL REQUIREMENTS, THESE DRAWINGS DO NOT SHOW ANY STRUCTURAL ENGINEERING DETAILS.

WASTE MANAGEMENT PLAN - EXCAVATED MATERIALS RELOCATED ON SITE FOR GARDENS. BRICKS, CONCRETE, TIMBER & OTHER PRODUCTS SORTED AND DISPOSED TO LOCAL RECYCLING FACILITY AS PER WASTE BOARD GUIDE.

THE DEVELOPMENT WILL NOT HAVE ANY ADVERSE EFFECT ON THE ENVIRONMENT OR ITS SURROUNDS.

TERMITE PROTECTION IS IN ACCORDANCE WITH COUNCIL GUIDELINES AND AS 3660

Client Approval

CLIENT INITIALS:

BUILDER INITIALS:

PROJECT SITE NOTES: ALL DIMENSIONS ARE IN METERS DIMENSIONS ARE SHOWN ON THE SITE PLAN. SUBFLOOR ALL DIMENSIONS ARE TO BE VERIFIED ON SITE PRIOR SUPPORTS TO CONSTRUCTION. F111-~FLOORS

THERE ARE NO TREES TO BE REMOVED IN THE CONSTRUCTION ZONE

LEVELS TO ARBITARY HEIGHT DATUM, SEE SITE PLAN AND ELEVATIONS

BUILDING OFFSETS ARE SHOWN ON SITE PLAN

PROJECT SPECIFIC NOTES: EXTERNAL FRAMING TIMBERS TO BE MINIMUM DURABILITY OF H3

SITE SOIL CLASSIFICATION -

BAL RATING - BAL 12.5

WIND LOAD CLASSIFICATION - N2

- - ]iect Title HAMPTON 16 Client Name

55 Industrial Road (Princes Hwy), KATE GRASSET Stratford V C 3862 Address

T (03) 5145 7110 F (03) 5145 7155 1080 ULLINA-KOOROOCHEANG ROAD, SMEATON VIC 3364

REGISTERED I Building Practitioner Drawing Titleplus CPD GENERAL NOTES

BAL NOTES: (BAL-12.5)

NO SPECIAL CONSTRUCTION REQUIREMENTS

NO SPECIAL CONSTRUCTION REQUIREMENTS

EXTERNAL EXTERNAL WALLS - PARTS LESS THAN 400mm WALLS ABOVE GROUND OR DECKS, ETC., TO BE OF

NON-COMBUSTIBLE MATERIAL, 6mm FIBRE CEMENT CLAD OR BUSHFIRE RESISTANT/ NATURALLY FIRE RESISTANT TIMBER

EXTERNAL 4mm GRADE 'A' SAFETY GLASS WITHIN 400mm WINDOWS OF GROUND, DECK ETC. OPENABLE PORTION

METAL SCREENED WITH FRAME OF METAL OR METAL REINFORCED PVC-U OR BUSHFIRE RESISTING TIMBER

EXTERNAL PROTECTED BY BUSHFIRE SHUTTER, OR DOORS SCREENED WITH STEEL, BRONZE OR

ALUMINIUM MESH OR GLAZED WITH 5mm TOUGHENED GLASS, NON COMBUSTIBLE OR 35mm SOLID TIMBER FOR 400mm ABOVE THRESHOLD, METAL OR NATURALLY FIRE RESISTANT (HIGH DENSITY) TIMBER FRAMED FOR 400mm ABOVE GROUND, DECKING ETC, TIGHT FITTING WITH WEATHER STRIPS AT BASE

ROOFS NON-COMBUSTIBLE COVERING. ROOF/WALL JUNCTION SEALED. OPENINGS FITTED WITH NON-COMBUSTIBLE EMBER GUARDS. ROOF TO BE FULLY SARKED

VERANDAHS I ENCLOSED SUB-FLOOR SPACE - NO SPECIAL DECKS ETC I

I REQUIREMENT FOR MATERIALS EXCEPT WITHIN 400mm OF GROUND. NO SPECIAL REQUIREMENTS FOR SUPPORTS OR FRAMING. DECKING TO BE NON-COMBUSTIBLE OR BUSHFIRE RESISTANT WITHIN 300mm HORIZONTALLY AND 400mm VERTICALLY FROM A GLAZED ELEMENT.

AREA CALC 1LA f l O S Contractors shall check and verify all dimensions and verify all errors and omissions to the Builder. Do not scale the drawings.

GROUND FLOOR 120.1 Drawings shall not be used for construction purposes until issued DECKING 44 S by the Builder for construction

LANDING 22 These drawings are deemed to comply with all current statutory .t. u t ouildung legislation, regulations & codes relevant to the site

Signed. Ken Ra kes Vic DB-U 2108 CB-L 43089 - NSW 174651C

REVISION SUMMARY

# NOTES

P D - Preliminary drawings issued 4.09.18 (SS)

PD-A - House orientation updated Len c ad to face North I 1.08.18 - Addition of existing RWTs and septic tans on drawings

(SS) Front external door updated to 21 0 0 m high hinged door Laundry external door updated to 2100mm hinged door, with glazed panel Addition of awning window to Laundry Hallway window updated 102410mw wide sliding window Bathroom updated with standard fittings and fixtures Bath updated to standard bath and bath hob Bathroom tiling updated to standard OGPOs updated in Bed 1 Bed 2 and Bed 3 Addition of TV point to Bed 1 Addition of downlight on Ensuite and Bath Addition of x2 WGPO Addition of external light Alteration to Kitchen island bench Addition of feature cladding to rear of island bench, to match floor Alteration to Linen cupboard shelving

PD-B Removal of window 02, fixed picture window to Bed 2 83.10.18 Alteration to front door style

(SS) Allowance for existing carport to site plan, exact location TBC with site survey Allowance for x2 new rainwater tanks, storrnwater runoff to be collected in RWT RAIl relocated

- Meterbox relocated - LPG HWS relocated, Addition of WGPO for HWS LPG bottles relocated

- Kitchen window 14 updated to fixed window, due to proximity to LPG bottles Dining window 15 mirrored, so that window opens away from LPG bottles

'oors updated to xli 'uc up2uted accordingly

"D-C Soil ciassification, mod rating and Bvu. rating updated on 2.10.18 documentation in accordance with the Intrax Soil Report

i 0i e infornation updated in accordance with lrutrax Site Surve Addition of LPOD in accordance with Council regulations

PD-U Butting orientation amended 12.10.13 - RWT details amended to include new 1 off 70,000 hr tank

(PC)

B i' up orientation amended 1 8.10.18 - cIjoi hog site details amended

rC)

09-Nov-18

by SS

Number

0052

As Noted

LKR

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2 o f 1 3 PDE











WINDOW I DOOR SCHEDULE

ROO ID 01 02 03 04 WINDOW / DOOR IYPE FIXED FIXED HINGED FIXED HEAD HEIGHT 2 400 2,400 2,285 2,400 SILL HEIGHT 370 1800 0 370

OUTSIDE VIEW

HEIGHT 2,030 600 2,460 2,030 VIDTH 2,410 1,510 820 2,410 LINTEL

'WINDOW I DOOR SCHEDULE rioor ID 12 13 WINDOW I DOOR 1PE HINGED AWNING HEAD-HEIGHT 2,285 2,400 SILL HEIGHT 0 370

OUTSIDE VIEW

HEIGHT 2,400 2,030 WIDTH 820 610 LINTEL

05 GSD 2,,401

2400 ' p310

07 SLIDING SLIDING

2400 2,400 uU 900

1,500 1,500 1 1 8 1 0 1,510

14 15 16 17 18 FIXED T SL D F,G SLIDING F L 2 SLIDING 2,400 2,400 2,400 2 40 2,400 370 370 2000 1,800

2,030 2,030 610 1,810

en pprova Project Title r f l H A M P T O N 16 CLIENT INITIALS: 1 Client Name Industrial Road (Princes Hwy), KATE GRASSET

Stratford V C 3862 Address T (03) 5145 7110 F (03) 5145 7155 1080 ULLINA-KOOROOCHEANG

I BUILDER INITIALS: REGISTERED ROAD, SMEATON VIC 3364Drawing

Title Building Practitioner plus CPD SCHEDULES

400 2,030 1 600

1 510 2,410 2,410

08 FIXED 2,400 370

09 10 11 SLIDING SLIDING AWNING

2,400 2,400 2,400 11800 1,800 370

2,030 600

2,410 2410 600

2,410 2,030 610

AREA -CA -LC ULATONS-fIContractors shall check and verify all dimensions and verify all

GEuUI'JD FLOOR 150,1 Drawings shall not be used for constru. +u uuu+cu - i care: 0 9 - N o v - 1 8 + . I

DECKING by the Builder for construction -

. By: .hof LA'I[) NG 22 These drawings are deemed to comply with all current statutory ss LKR I

building legislation, regulations & codes relevant to the site. Project Number SneetNo- uevmorr 1

Signed................. ............ ..... ............. .... .... . . . . . . . . . . . . . . . . . . . . .0052 3 of 13 FIDE Ken Raikes Vir DR-U 2108 CB-L 4089 - Nc\t/ 1746c1c











3s

/1! LOT

/ I 6.436ha /1

SPG O s

b N I

/

/ /

/

/

/ /

LOCALITY PLAN SCALE: 1:5000

Client Approval

CLIENT INITIALS:

BUILDER INITIALS:

*

-A Project Title

- - f l 5 HAMPTON 16

Client Name 55 Industrial Road (Princes Hwy), TEGSSET Stratford V C 3862 Address T (03) 5145 7110 F (03) 5145 7155 1080 ULLJNA-KOOROOCHEANG

REGISTERED ROAD, SMEATON VIC 3364

Building Practitioner Drawing Title plus CPD SITE PLAN

•I/'

/ i S T E PLAN

/ SCALE: 1:1000 /

,1

AREA CAL CULATIONS Contractors shall check and verifyail dinr.erisiu.ns a ci

GROUND FLOOR 150.1 Drawings shall not be used For construction purpoes u 5 S U C C D t : 09-Nov-18

DECKING 44 3 by the Builder for construction D : a w s By

L A N D I N G 2 ' These drawings are deemed to comply with all current statutory t ss building legislation, regulations & codes relevant to the site. Project Number:

Signed...... ............ .... .......... ............ ... .......... .......

..............0052

Ken Raikes Vic DR-Li 2108 CB-L 43089 174651(1

LEGEND

DOWNPIPE

METERBOX - T - - - — r — TELEPHONE

— s e v — —ceo— STORM WATER DISCHARGE

— s — — a — SEWERAGE

— a — — a — GAS

ELECTRICITY — w — — w - - WATER

' BOUNDARY FENCE

As Noted C5cked:

>-LKR ..0

Sheet No: Revision:

4 o f 1 3 PDE NORTH POINT











Li

OCONTOUR PLAN SCALE: 1:200

lOO2 ---------/

Cie

----------------NEW

4 70000 LW

Pro ject Title C l ien t A p p r o v a l P r H A M P T O N 16

CLIENT NameENT INITIALS: 55 Industrial Road (Princes Hwy), KATE GRASSET

Stratford VIC 3862 Address 1(03) 5145 7110 F(03) 5145 7155 1080 ULUNA-KOOROOCHEANG BUILDER INITIALS: REGISTERED

ROAD, SMEATON VIC 3364 D r a w i n g Title 8uiLding Practitioner

plus CPO CONTOUR PLAN

--------------

T T FT RL10029m

1004

r

1 /1

I TBM NAIL IN FENCE P I •RL100OOm

/.

ELECTRt. — y — S w — - - STORM WATER DISCHARGE Box

— s — SEWERAGE

- - — & — GAS

— E — — E — ELECTRICITY

w — — w - - WATER 1008

- BOUNDARY FENCE

LCJLA7l0 iS Cont rac to rs sha l l c h e c k a n d ver i fy all dimensions a n d ver i fy all

- e r rors a n d o m i s s i o n s t o t h e Bui lder . D o n o t sca le t h e drawings .

- GROIJfU ' . D r a w i n g s shal l n o t b e u s e d f o r cons t ruc t ion p u r p o s e s unti l iss jet 09-Nov-18 A

DECKn4C 44, j the Bu i lde r f o r construction D w n By: Luked:

LANDING 2 2 These d r a w i n g s are d e e m e d t o c o m p l y w i t h all c u r r e n t s ta tu to r y s s LKR b u i l d i n g legis lat ion, regu la t ions & codes re levant t o t h e s i t e . N u m b e r : I S h e e t N o : 1Revision:

Signed,

................ ........ .............. ...................................0052 5 of 13 PDE Ken Raikes Vic. D 8 - U 2108 C B L 4 3 0 8 9 - N S W 174651C

it!

I

NORTH POINT











APPROX. LOCATION OF

NEW RWT

0 GROUND FLOOR PLAN SCALE: 1:100

Project Title Client Approval PrHAMPTON 16

CLIENT INITIALS: NameTIALS. 55 Industrial Road (Princes Hwy), KATE GRASSET

Stratford VIC 3862 Address T (03) 5145 7110 F (03) 5145 7155 1080 ULLINA-KOOROOCHEANG BUILDER INITIALS: REGISTERED ROAD, SMEATON VIC 3384Drawing

Title Sulking Practitioner plus CI'L) FLOOR PLAN

PERGOLA STRUCTURE

-

L1 j J

LPG HWS CLWw 81,P-LIED

LPG STuRA($

KI1UcIcLNiNG

FLOOR PLAN LEGEND: [ j CONCRETE SLAB [ [ ] CERAMIC TILES

CARPET [ ] VINYL PLANK FLOORING E I ENG. OAK FLOORING LPJ liMBER DECKING OP DOWN PIPE SF SPREADER

AREA CALCULATIONS Contractors shall check and verify all dimensions and verify all

I—GROUND FLOOR 15111 1 Drawings shall not be used for construction purposes until issued uate: caIe' 09-Nov-18 As Noted

DECK NO 44 by the Builder for construction

I Drawn By: Checked: >-LANDING 22 1 these drawings are deemed to comply with all current statutory s s LKR a. 0 I - Duilding legislation, regulations & codes relevant to the site Project Number: Sheet Na Revision:

I Signed 0052 6 of 13 PDE NORTH POINT I Ken Raikes Vic DB-U 2108 CB-L 43089 - NSW 174651C











ALUMINIUM FRAMED FIXED WINDOW PERGOLA AS SELECTED

RL.+ 104,125 OVERALL HEIGHT

RL+103,400 CEILING HEIGHT

WINDOW HEAD HEIGHT

N-RL+

100,700

RL.+99,840 '40t

Client Approval

CLIENT INITIALS:

BUILDER INITIALS:

NORTH ELEVATION - SCALE: 1:100

TIMBER FRAMED EXTERNAL DOOR

STEPS RISES @ 190MM GOING @ 240MM

WITH SUP RESISTANT COATING ACCORDANCE WITH AS4586

WEATHERTEX WEATHERGROOVE WOODSMAN ALUMINIUM FRAMED SLIDING WINDOW NATURAL 150 WALL CLADDING AS SELECTED AS SELECTED

- . .

p p 1i i1 'E

FRAMED SLIDING GLASS DOOR SELECTED

VERTICAL CUSTOM-ORB WALL CLADDING AS SELECTED

VERTICAL CUSTOM-ORB WALL

ALUMINIUM FRAMED SLIDING WINDOW ALUMINIUM FRAMED FIXED WINDOW AS WEATHERTEX WEATHERGROOVE WOODSMAN AS SELECTED SELECTED NATURAL 150 WALL CLADDING AS SELECTED

RL+104, 125 OVERALL HEIGHT

RL.+103,400 I CEILING HEIGHT

HDOW HEAD HEIGHT RL.+ 103,100

C ) N - I I c

c'

RL+100,700 FLOOR LEVEL

RL+100, 170

VERTICAL CUSTOM-ORB WALL

UEAST ELEVATION SCALE: 1:100

Project Title HAMPTON 16

Client Name 55 Industrial Road (Princes Hwy), KATE GRASSET Stratford V C 3862 Address

T (03) 5145 7110 F (03) 5145 7155 1080 ULLINA-KOOROOCHEANG

G REGISTERED ROAD, SMEATON VIC 3364

Building Practitioner Drawing Title plus CPD ELEVATIONS

STEPS RISES @ 190MM GOING @ 240MM

TED WITH SLIP RESISTANT COATING ACCORDANCE WITH AS4586

AREA CALCULAf3NS I Contractors shall check and verify all dimensions and verify all

GkCLtD ELIXIR 10, Drawings shall not be used for construction purposes until issued 09-Nov-18 DECKING 443 by the Builder for construction

- JrawnBy LANDING 21 These drawings are deemed to comply with all current statutory sS

ilL building legislation, regulations & codes relevant to the site Project Number:

Signed... ...... ... ......... ...... ... .......... ...............................0052

Ken Raikes Vic. DB-U 2108 CB-L 43089 - NSW 174651C

RL.+103,400 17

RL.+103,100

RL.+100,700 17

RL.+99,840

Scale: As Noted

Checked: LKR

Sheet No: Revision:

8 o f 1 3 1 PDE

RL.+103,400 17

RL.+103, 100

RL+100700

RL.+100,030











RL.

RL. *

RL.

RL+

Client Approval

CLIENT INITIALS:

BUILDER INITIALS:

ALUMINIUM FRAMED SLIDING WINDOL AS SELECTED

VEF17ICA2 CUSTOM-ORB WALL

SOUTH ELEVATIONE-3 SCALE: 1:100

RL+104 125

RL.+1 03400

RL+103 100

RL+10072:)

RL.+99950

WEST ELEVATION SCALE: 1:100

WINLiOW HEAD HEIGHT

Ul JL.I FRAMED SLIDING WINDOW ALUMINIUM FRAMED FIXED WiND0. AS SELECTED

STEPS FiN ES @ 190MM 000G @240oM

AL TN 31. P RES ISTANT COATING ACCORDANCE WITH

VERTICAL CUSTOM-ORB WALL AS BELECTED

Project Title

I I HAMPTON16 Client Name

55 Industrial Road (Princes Hwy), KATE GRASSET Stratford VC 3862 Address T(03) 5145 7110 F (03) 5145 7155 1080 ULLINA-KOOROOCHEANG

ROAD, SMEATON VIC 3364 'REGISTERED Drawing Title 8utdng Practitionerplus

CPD ELEVATIONS

AREA CALCULATONS GROUND FLOOR 150. 1 DECK N6 4,13 LAN DiNG 2 2

a

- FRAMED SLIDING WINDOW AS

STEPS RISES @ 190MM GOING @240MM

WITH SLIP RESISTANT COATING ACCORDANCE WITH AS4586

Contractors shall check and verify all dimensions and verify all

Drawings shall not be used for construction purposes until issued by the Builder for construction

These drawings are deemed to comply with all current statutory u i i n g legislation, regulations & codes relevant to the site

Signed Ken Raikes Vic DB-U 2108 CB-L 43089 - NSW 174651

NL RL.+ 100250

09-Nov-18

Project Number:

0052

Scale: As Noted

Checked: LKR

Shed No:

9 of 13 Revision:

PD-E











DA

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. The State of Victoria accepts no responsibility for any subsequent release, publication or reproduction of the information

R E G I S T E R SEARCH STATEMENT (Title Search) T r a n s f e r o f Page lofl

L a n d A c t 1958

VOLUME 11062 FOLIO 596 Security no : 124074833186J Produced 09/11/2018 03:46 PM

L A N D DESCRIPTION

Lot 2 on Plan of Subdivision 607312X. PARENT TITLE Volume 10631 Folio 561 Created by instrument PS607312X 14/04/2008

R E G I S T E R E D PROPRIETOR

Estate Fee Simple Sole Proprietor

KATE SHEILA GRASSET of 1/27 BRENTWOOD AVENUE PASCOE VALE SOUTH VIC 3044 AQ901309K 09/04/2018

ENCUMBRANCES, CAVEATS A N D NOTICES

COVENANT PS607312X 14/04/2008

A n y encumbrances created b y 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.

D I A G R A M LOCATION

SEE PS607312X FOR FURTHER DETAILS AND BOUNDARIES

A C T I V I T Y I N T H E L A S T 125 DAYS

NIL

END OF REGISTER SEARCH STATEMENT

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

Street Address: 1080 ULLINAKOOROOCHEANG ROAD SMEATON VIC 3364

DOCUMENT END

Title 11062/598 Page 1 of 1











TkRIA

Imaged Document Cover Sheet

The document following this cover sheet is an imaged document supplied by LANDATA® Land Use Victoria.

Document Type I Plan Document ldentificationiPS607312X

Number of Pages 12

(excluding this cover sheet)

Document Assembled I C9/11/2018 16:19

Copyright and disclaimer notice: © State of Victoria. This publication is copyright. No part may be reproduced by any process except n accordance with the provisions of the Copyright Act and for the purposes of Section 32 of the Sae 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 LAN DATAA® System. The State of Victoria accepts no responsibility for any subsequent release, publication or reproduction of the information.

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











Delivered byLANDATA8J. Land Use Victcsia tirnestamp 09/11/2018 16:19 Page 1 of 2

t a g e N o . J L R O u s e only

PLAN OF SUBDIVISION

Location of Land Parish: Buflorook Section A

Crown Allotment: 2(Part)

ITO bass record: DCMB (RURAL) Title References-, Vol 10631 Fol 561

Last Plan Reference: LP 2612

Postal Address: 060 Ullino - Kooroocheang Road, Smeoton.

MGA Co-ordinates E 23225 (Of approx. centre of pled) N 5868900

Vesting of Roods or Reserves Identifier Council/Body/Person

NIL ii

.dpth Limitation:

Zone 55

EDITION PS 60732X I

Council Certification and Endorsement Council Nome: Hepburn Shire Ref: 1/7230M,9,0

I. This plan is certified under section 6 of the Subdivision Act 1988.

3. This is a statement of compliance issued under section 21 of the Subdivision Act 1988.

Open Space

(ii A requirement for public open space under section lB Subdivision Act 9 8 8 4 a 9 4 has not been mode.

434ha ' -equ i re .mn{ i t a b c ootieWed-4-'S4ege-Council

Delegate

Date 5 / 5 /2Q07

Notations This not a staged subdivision

NIL. ag ing Planning Permit No. 2005/8855

NOTICE OF RESTRICTION: NO FURTHER SUBDIVISION OF LOTS I & 2 IN THIS PLAN WITHOUT THE PERMISSION OF THE RELEVANT RESPONSIBLE AUTHORITY,

LAND TO BENEFIT: LOTS I & 2.

LAND TO BE BURDENED: LOTS I & 2.

Legend: A - Appurtenant Easement

Survey:- This plan is based on survey.

THE DIMENSIONS SHOWN UNDERLINED ARE NOT THE RESULT OF THIS SURVEY.

THE AREA OF LOT 2 HAS BEEN DERIVED BY DEDUCTION FROM TITLE.

This survey has been connected to permanent marks no(s), - In proclaimed Survey Area no.

Easement Information LTD use only

E - Encumbering Easement R Encumbering Easement (Road) / Exemption Statement

Mctres) Origin Land Benehtedfln Favour Of Received

IS This Plan. Section 88 POWERCOR AUST. LTD. of the Electricity Industry Date 140/ # / 2eo Act 2000.

A & J WALSH LAND SURVEYORS PTY, LTD. P0 Box 35 Doylesford ,

3+60 TeL & Fox 53483833

LTD use only

PLAN REGISTERED

TIME : 3 P q $

DATE / / 4d/ 2008

Assistont"eqistrar of Titles

Sheet I of 2 Sheets

LICENSED S U R V E Y O R J A M E S PATRI

DATE #5/ 5 /2b07 SIGNATURE DATE COUNCIL DELEGATE SIGNATURE

REF 1 4 5 1 V E R S I O N 2 L Original sheet size A3 -











- - _

PLAN FSUBDIVISION

_ ID

a

2 14

SHEET 2 OF 2 SHEETS!

A&J WALSH V IY LTD SCALE LI L SED SURVEYOR TRICLSH

P0 Box 35, Dayesford 3+6O I S 3 O j O 2 O O DATE

I DATE LJ

t. & Fax 5383833 LEM6THS ARE IN METRES VERSION 2 COL :11 :LE

L I 1 ± iiiJ











Engineering Confidence

Site Classification AS28702011 Residential Slabs and

Footings

-

Date: 26/9/2018 Date of Fieldwork: 25/9/2018 Site Number: 117087 Site Address: Lot. 2, No. 1080, UHina - Kooroocheang Road, Smeaton, Vic,

3364 Client: Anchor Homes

Site Classification,

Summary of Assessment Results

"P" in accordance with AS2870-2011

"2" in accordance with AS2870-2011

Wind Rating "N2" in accordance with AS4055-2012

Att,rk 12.5* in accordance with AS3959-2009 and Building

Regulations-2018 (Victoria Building Authority)

Hntrax Consulting Engineers Pty Ltd ABN: 31 106 481 252

Head Office: 35 Bank St, South Melbourne VIC 3205 P: 03 8371 0100 F: 03 8371 0199











Intrax Consulting Engineers Pty Ltd Confidential V:vO

26 September 2018

Confidentiality

All documents are subject to the 'Intrax Terms and Conditions' and 'Intrax Terms and Conditions - NAC' documents. These documents are available on our website.

Copyright

© 2018 Intrax Consulting Engineers Pty Ltd (ABN 31 106 481 252),

This site assessment report has been prepared expressly for the client for the sole purpose of constructing the building described in the plans and specifications. This report is copyright to Intrax Consulting Engineers Pty Ltd (Intrax).

No part of this report shall be used for any other purpose nor by any third party without the prior written consent of Intrax. This client is defined as the person or persons named in this report as the Client.

Conditions of Use

This report is not intended for use by any other person or third party other than the named client. This report is not to be used or quoted except as a complete document including all appendices and subject to the report limitations as stipulated in Section 5 of this document.

Direct Contact

Any questions or queries regarding this report should be directed to Intrax Consulting Engineers on 03 8371 0100 at info@!Jrax.com.au.

Document Template

Template VS released 13/10/2014.

Document Revision History

Date

Engineer; Aruna Welgama

V e r s i o n E n g i n e e r Comment

117087 - SOIL Page 2 of 16











Intrax Consulting Engineers Pty Ltd Confidential 26 September 2018 V:vO

1 Introduction

ntrax Consulting Engineers Pty Ltd (ntrax) have been engaged by the dent to conduct an investigation of the surface and subsurface conditions at Lot, 2, No. 1080, Ullina Kooroocheang Road, Smeaton, Vic, 3364 as depicted on the cover page with a view to reporting on the Site Classification for a proposed residential dwelling.

2 Site Classification

2 1 Site Geology

The available Geological Survey Maps showed the site to be underlain by Quaternary Aged Basalt. The subsurface profile encountered in the borehoes is considered to be consistent with the geological map indications.

2 2 Field Investigation

Three (3) borehoks were advanced using a Mechanical Auger to the depths indicated on the borehole togs (refer to Appendix B). These borehoes were positioned as indicated on the site pan (refer to Appendix A) along with details of the existing surface conditions such as slope, trees, and existing buildings. Disturbed materials obtained from augering borehoes were logged in accordance with AS1726-2016 and then classified in accordance with AS28702011.

A guide to the existing/natural soil profile consisted of:

FILL CLAY overlying the naturally occurring: SILT CLAY and WEATHERED ROCK

Full details of the observed subsurface material and conditions have been recorded on the borehole logs and presented in Appendix B.

2 3 Site Classification In Accordance With AS28702011

In accordance with AS2870-2011 "Residential Slabs and Footings Construction" a site classification of Cass "P" is applicable to this site due to abnormal moisture conditions recently demolished building on site and trees on adjacent sites.

This site is subject to abnormal moisture conditions which must be alleviated or allowed for in the design of the footing system. n the absence of these abnormal moisture conditions, the designing engineer should recognise that

the natural soils encountered on this site result in a "Cass 1-12" site classification applying to this site.

On the basis of the findings in this investigation, including visual-tactile identification of the soil profile combined with this writer's local knowledge and experience, the characteristic surface

Engineer: Aruna Wegama 117087- SOIL Page 3 of 16











tntrax Consulting Engners Pty Ltd Confidential 26 September 2018 V:vO

movement (Ys) on this site under normal conditions - has been estimated to be in the range of 60mm to 75mm.

Should a more detailed investigation (by others) with relevance to the reactivity of the soils in the local area be available, lntrax should be provided with this documentation. It is a condition of this report that any information the client may have with regards to the site and its history be provided to lntrax. This may lead to Intrax reviewing the above classification, and conducting a more detailed geotechnical investigation with regards to the additional information. This report is not a detailed geotechnical investigation. It complies with the requirements of AS28702011 and is limited to the items required under Clause 2.2.2(a). Should a more rigorous assessment be required, lntrax can provide a Geotechnical Investigation of the site upon request.

2,3.1 Additional Notes Relating To This Site Classification

This investigation is based on a limited geotechnical assessment. Should the subsurface conditions encountered during construction vary from those described above, lntrax must be advised of these variations to provide comment or inspect the site where necessary. Based on experience with similar soils and with reference to Table Dl of AS28702011, the use of standard footings as presented in AS2870-2011 is only applicable to building with a loading and a construction style similar that of a residential dwelling as described in section 3.1 of AS28702011.

In accordance with clause 2.5.2 of AS28702011 where the site cut is proposed to be greater than 400mm a second soil report is required. lntrax advises that reclassification may result.

2.4 Wind Rating

At the time of our site visit an investigation of this site and the surrounding terrain was conducted to determine the Wind Classification Design Speed. The maximum design gust wind speed for this site is 40 m/s based on wind speed calculations (Vh) for use in ultimate limit state design only calculated in accordance with the limitations as in AS4055 Section 1.2.

The Wind Rating for this site has been assessed as N2.

Engineer: Aruna Welgama 117087 SOIL Page 4 of 16











ntrax Consulting Engineers Pty Ltd Confidential 26 September 2018 V:vO

3 Founding Recommendations

3.1 Isolated Pad/Stump Footing System

An isolated stump/pad footing system may be adopted for this site. Footings may be proportioned in accordance with a Cass "(P H2)" site as per AS28702011 provided that the following requirements are met:

Pads/Stumps should penetrate through any fill material and silt and be founded a minimum of 100mm into the natural CLAY! Weathered Rock.

- All stump/pad footings must be founded at a depth of 1800mm below the existing natural ground level.

- At this depth an allowable bearing pressure of 250kPa can be assumed

Alternatively

Adopt standard founding depths as per AS2870-2011 as per Cass "(P - H2)" AS2870-2011

- Therefore with reference to Figure 3.6 a minimum founding depth of 700mm can be adopted following that the foundations are extended a minimum of 100mm into the naturally occurring day soils.

Incorporate adjustable or re-levelling supports for the structure such that the owner/builder may undertake to re-level the structure at any time as per section C3,1,1 Pad Footings.

- At this depth an allowable bearing pressure of 120kPa can be assumed

Note: Minimum founding depths are relative to surface levels at the time of the site investigation.

Engineer: Aruna W&gama 117087 - SOIL Page 5 of 16











Intrax Consulting Engineers Pty Ltd Confidential V:v0

26 September 2018

3.2 Allowable bearing Pressures

The following allowable bearing pressures can be adopted for the soils listed in the table below. These bearing pressures apply where typically the embedment is a minimum of 100mm into the specified material

Table 1: Allowable Bearing Pressures

Type Depth m) M a x i m u m AUowable Bearng

Capacity (kP

1 Uncontrolled Fill Any FILLING that does not meet the requirements of AS2870-2011 Clause 2.5.3(b). This clause allows up to 0.8m of uncontrolled SAND FILL and up to 0.4m of uncontrolled CLAY FILL without impacting on the above site classification following that all foundations are founded on the natural soils through the filling.

2 Natural Material - All natural material given allowable bearing capacities denotes strength a t optimum moisture conditions. The potential presence of perched groundwater in soils may lead to construction difficulties during wet weather. Please refer to Section 4.2 for site specific difficulties.

Engineer: Aruna Welgama 117087- SOIL Page 6 of 16












4 Construction Techniques and Difficulties

4 1 Genera

1. All loose surface fill, all roots and all organic material are to be removed from the building platform.

2. Notwithstanding the recommendations made in this report, wherever footings are dose to any excavations or easements, that part of the footing must be deepened so that the projection from the underside of the footing to the bottom of the excavations makes an angle not exceeding 30 degrees in sandy soils and 45 degrees in clayey soils (This angle is measured from the horizontal). Steeper angles are not recommended unless sufficient testing and investigation has been carried out to indicate otherwise or the foundations are founded in competent rock.

3. It is recommended a second soil test be undertaken if the site is cut more than 400mm for CLAY sites. Where it is proposed to FILL the site a second soil test will be required should > 400mm of CLAY FILL be proposed or >800mm SAND FILL be proposed. It is recommended that any FILLING placed meet the requirements of CONTROLLED FILL as this will minimise the impact of the FILLING

on the current classification of the site.

4. The Plumber shall lay waste pipes below ground surface at minimum grade. Risers are to be staked firmly.

5. Care shall be taken with surface drainage of the allotment from the start of construction and must be well drained so that water cannot pond beside or adjacent to footings. The drainage system shall be completed by the finish of construction of the house in accordance with AS2870-2011 Clause 5.5.3 (a).

6. Proper site drainage is very important in reactive sites such as this site. It is therefore recommended that the ground surface immediately next to the perimeter footings be graded away or site drainage issues be addressed. Should you the client require detailed design for specific site drainage plans please do not hesitate to contact Intrax Consulting Engineers.

7. Any filling placed across the site to assist in levelling prior to slab construction should conform with the requirement for either Controlled fill (Clause 2.5.3) or Rolled fill (Clause 6.4.2) AS 2870-2011. These clauses are as follows. If it cannot be confirmed that the fill is Controlled Fill or Rolled Fill then the reader should refer to item (c).

A. Controlled Fill - Fill that will be required to support structures or associated pavements, or for which engineering properties are to be controlled AS2870-2011. Refer Clause 2.5.3, Clause 2.5.3(a)(c) - (le: where a specification has been provided on the type, quality and compaction requirements for filling at a site and the earthworks have been deemed compliant with the specification)

B. Intrax has the express right to deem FILL uncontrolled where it cannot be clearly demonstrated that fill has been placed under the above conditions. That is to say that it is a

Engineer: Aruna Welgama 117087 - SOIL Page 7 of 16












requirement of the developer/builder to demonstrate fill placement has been placed in the appropriate layer thicknesses.

C. Rolled Fill Rolled Fill consists of material compacted in layers by repeated rolling with an excavator or similar equipment. The depth of rolled fill shall not exceed 0.6metres compacted in layers not more than 0.3m thick for sand material or 0.3m compacted in layers not more than 0. 15m thick for other material AS28702011 C16,4.2(b)

D. Where the nature of the fill cannot be confirmed, this office must undertake an assessment of the fill or be supplied with a suitable compaction report or geotechnical assessment of the fill to undertake an appropriate design for the site if the fill is to be utilised as a foundation.

8. We advise that it is possible that some sites may still have the presence of isolated areas of original organic material that may not have been fully removed during the sub division earthworks development stage. Intrax will make every effort to identify organic material within the soil profile, however due to the limitation on the number of boreholes for each site investigation, it is possible that some of these pockets may escape identification. Intrax does not take responsibility for isolated organic material that lies in areas outside our borehole locations, to the extent that these pockets could affect the design or construction of the footing system.

4,2 Site Specific

• Local experience and the logs of boring indicate that there is a high likelihood of basalt floaters in this area. The designer and the builder should note as basalt floaters are difficult to excavate or break with standard excavation equipment. In some instances blasting may be required.

• The soils encountered on-site could develop a localised perched groundwater during periods of high rainfall which may lead to construction difficulties associated with excavations on this site.

• An engineer designed footing system in accordance with AS2870 2011 is recommended for this site taking into consideration the effect of the trees in relation to the final house siting.

• Demolition of the existing structure is likely to leave isolated pockets of fill and or disturbed ground conditions. Where there is local disturbance the proposed foundations must extend a minimum of 100mm below the level of disturbance into either of the naturally occurring materials as identified in Section 2 of this report. Note alternatively the disturbed material may be controlled and subsequently adopted as a founding material (refer definitions on controlled FILL).













5 Conditions Of Use Of This Report

5.1 Report Limitations

1. The recommendations in this report are based on the following:

a) Information about the site & its history, proposed site treatment and building type conveyed to us by the client and or their agent

b) Professional judgments and opinions using the most recent information in soil testing practice that is available to us. C) The location of our test sites and the information gained from this and other investigations.

2. Should the client or their agent neglect to supply us with correct or relevant information, including information about previous buildings, trees or past activities on the site, or should changes be made to the building type, size and or/position, this report may be made obsolete, irrelevant or unsuitable. In such cases, Intrax will not accept any liability for the consequences and Intrax reserves the right to make an additional charge if more testing or a change to the report is necessary.

3. The recommendations made in this report may need to be reviewed should any site works disturb any soil 200mm below the proposed founding depth.

4. The descriptions of the soils encountered in the boreholes follow those outlined in AS1726-2017; Geotechnical Site Investigations. Colour descriptions can vary with soil moisture content and

individual interpretation.

5. If the site conditions at the time of construction differ from those described in this report then Intrax must be contacted so a site inspection can be carried out prior to any footing being poured. The owner/builder will be responsible for any fees associated with this additional work.

6. This report assumes that the soil profiles observed in the boreholes are representative of the entire site. If the soil profile and site conditions appear to differ substantially from those reported herein, then Intrax should be contacted immediately and this report may need to be reviewed and amended where appropriate. The owner/builder will be responsible for any fees associated with this additional work.

7. The user of this report must take into account the following limitations. Soil and drilling depths are given to a tolerance of +/ 200mm. Where spot levels or a feature survey have been undertaken, levels are given a tolerance of +/- 200mm.

8. It must be understood and a condition of acceptance of this report is that whilst every effort is made to identify fill material across the site, difficulties exist in determining fill material, in particular, for example, well compacted site or area derived fill, when utilising a small diameter auger. Consequently Intrax emphasises that we will not be responsible for any financial losses, consequential or otherwise, that may occur as a result of not accurately determining the fill profile across the site.

9. Intrax's assessment of flooding is based on Government/Council planning and GIS data available at the time of this investigation. Intrax has not made a site specific assessment based on height or hydrological data with reference to the future flood risk at the property. Intrax does not guarantee that this site is free from flooding as further detailed investigation may be required.

a) This report does not assess the potential for landslide, undermining or aggressive soils.













5 1 Variations To This Report

It is neither economically feasible nor practical to determine every subsurface feature on the site. Studies have shown that a large number of boreholes leads to only a slight increase in probability of detecting hidden site features (such as a filled well or cellar) in the foundation soils. As such, any variations, or discrepancies in soil type, colour, or horizon depth must be reported to the Engineer immediately so that their potential influence on the footings may be assessed.

5 3 Loss Or Damages

Subject to the limitations of this report as expressed in Section 5.1, Intrax Consulting Engineers Pty Ltd will not accept liability for loss or damage, consequential or otherwise, based on the recommendations of this report, other than for the cost of re-assessment. This site classification assessment should not be considered a comprehensive analysis of the subject site. Should a more detailed geotechnical assessment be required Intrax Consulting Engineers Pty Ltd can provide such a report. Please contact Intrax Consulting Engineers Pty Ltd to discuss this further.

Should you have any questions regarding this report please do not hesitate to contact the Intrax Site Classification Division on 03 8371 0100.

For and on behalf of Intrax Consulting Engineers Pty Ltd

Aruna Welgama (M.Eng)

Geotechnical Engineer

Engineer: Aruna Welgama 117087- SOIL Page 10 of 16












a p endixA Site Plan













Site Man













Appendix B Borehole Logs

Engineer: Aruna Welgarna 117087 SOIL Page 13 of 16











Intrax Consulting Engineers Pty Ltd Confidential V:vO

Borehole Logs

Address: Lot, 2, No. 1030, t h n a - Kooroocheang Road, Smeaton, Vic, 3364

26 September 2018

MECHANICAL MECHANICAL MECHANICAL AUGER AUGER AUGER

H n r o n j So Type Morsture Consistency! P i t o t y Descrpson bor ehcee B r d e 7 Gorehoie 6 Strength

- I ISntsC SUBr.C[ AVEL n

Moist Wet Grey to mottIed red browrr oNTRoL_::

H CLAY with

C c Soft e 0 300 0-300 FILL sand gravelNear esscy

A SilT SOW Deck brown, root rneteriai. r Gstflty

Urnit M o t ww

B . . \ Y trace Of p1 Very Soft to c. norange mottled

300 600 gravel Soft -'Iastiri cv root material. Lime

Moist, Wet rdgC Brown mottlen ceo orenge, C U U cc W0 .6 sej 16010 rl L i m i t e s o r t y ro n clot rererrer

0

W200

200 1600

0 athered Moist Very Low Pale red brown 1600 1900 Rock Strength

l n t a x D # 117087 NO REFUSAL NO REFUSAL REFUSAL ON BASALT

Groundwa Ler Groundwater Groundwater Date of Fieldwork 25/09/2018 N ot Not Not

- IL Encountered Encountered Encountered

Engineer: Aruna Welgama 117087 -. SOIL Page 14 of 16












Appendix C BAL Assessment

Engineer: Aruna Welgama Page 15 of 16












Bushfire Attack Level Assessment

The BAL for this site has been calculated using the Simplified Procedure (Method 1 Cause 2.2) in accordance with the requirements of AS3959-2009 - Construction of Buildings in Bushfire Prone Areas.

For this particular site, with the house siting supplied, the following parameters were observed:

Fire Danger Index (FDI) 100

Approximate Direction N orth East

Exclusions as Per A53959-2009 Clause 2.2.3.2 (e) (f) (e) (f)

Distance to Classifiable Vegetation from Proposed Siting Non-Grassland >lOOm

Type of Classifiable Vegetation

(if within lOOm of siting)

Slope of Vegetation

(if within lOOm of siting)

Grassland >50m >SOm

South West

(e) (f) (e) (f)

>50m >SOm

>lOOm I >lOOm >iOOm

Bushfire Attack Level (BAL) 123*

*This site is within a designated Bushfire Prone Area. Curft f n g Regulations 2018 ( e g l t o n 811) stipulates tha t if a site has been deemed BAL LOW in accord tice t o 'AS3959 -2009 - Construction of buildings in bushfire-prone areas' but is within a 'Designated Bushfire Prone Area' then the rating will automatically default t o BAL 12.5.

For more information on this regulation please visit http://www.vbavic.gov.au/practitioners/legislation

Notes:

1. If the house siting changes, the BAL will need to be reassessed to address the impact of moving the house further or closer to the various vegetation need this site.

2. The above BAL rating is measured based on the condition of the vegetation at the time of assessment and it is valid on the condition that the vegetation is maintained as such.












NOTE: LOCATION OF TITLE BOUNDARY IS BASED ON ASSUMPTION THAT EXISTING FENCES REPRESENT TRUE BOUNDARY A RE-ESTABLISHMENT SURVEY MAY BE REQUIRED.

ELECTRICITY BOX 0

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...

.. .. .

STAKE

. . . . . . . --Nr

___________ •I.

- - - - - _ - . . . . . . : . . -

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....

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—TBM[NAIL IN FENCE POST RL lbO.00rn

go-.

TO ULLINA KOOROOCHEANG ROAD

CHECK BEARINGS & DISTANCES WITH A CLEAR COPY OF TITLE

LEVELS ARE TO AN ARBITRARY DATUM 200mm CONTOUR INTERVAL

THIS IS NOT A RE-ESTABLISHMENT SURVEY

T W t E F R T h 0 M 4 F ' UP' W 0 _ T T0_0_OV

FEATURE SUR EY

ANCHOR HOMES Add

.0 F 2 No1080 ULL OOROOCHEANG RI

G.J. C.

& ce 2&09.18 1:200 0 A3 Jat umber e'Astcr

117087 ftWom"

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