Our Ref: PL19/0092 Contact: Kate SmithTelephone: (02) 4732 7705

28 February 2020

Cityscape Planning & ProjectsPO Box 127GLENBROOK NSW 2773

Dear Vince

Pre-lodgement AdviceProposed Development 7 x Lot Torrens Title SubdivisionLot 19 DP 505032, 67-75 Grays Lane CRANEBROOK NSW 2749

Thank you for taking part in Council’s pre-lodgement meeting on 12 December 2019. The meeting was useful for Council in gaining an understanding of your proposal.

The site is one of the last sites within this pocket of Cranebrook with residential subdivision potential. It is noted that while the proposed subdivision pattern may not strictly be in accordance with the requirements of the Penrith Development Control Plan 2014, in relation to battle-axe lots, the surrounding subdivision pattern is similar and there is merit in the proposed arrangement.

Notwithstanding, the key issues identified for the proposed development relate to biodiversity (vegetation removal), connection to sewer and stormwater infrastructure and while the general arrangement of the subdivision may be supported, solutions to some of the key issued identified may result in an amended subdivision pattern or reduction in lot numbers.

If we can help you any further regarding the attached advice, please feel free to contact me on (02) 4732 7705.

Yours sincerely

Kate SmithPrincipal Planner

Version: 1, Version Date: 28/02/2020Document Set ID: 9045032

PRE-LODGEMENT ADVICE

Proposal 7 x Lot Torrens Title Subdivision

Address Lot 19 DP 505032

67-75 Grays Lane CRANEBROOK NSW 2749

AttendeesProponentVince Hardy – Cityscape Planning + Projects

Bruce & June Reid - Owners

Penrith City CouncilKate Smith – Senior Development Assessment Planner

Lauren Forrest-Martin – Development Services Administration Officer

John Skaf – Senior Development Engineer

Kablan Mowad – Senior Traffic Engineer

Paul Reynolds – Team Leader Environmental Health

Zoning R5 Large Lot Residential – Penrith Local Environmental Plan 2010

The pre-lodgement panel will endeavour to provide information which will enable you to identify issues that must be addressed in any application. The onus remains on the applicant to ensure that all relevant controls and issues are considered prior to the submission of an application.

RELEVANT EPIs POLICIES AND GUIDELINES

Sydney Regional Environmental Plan no 20 – Hawkesbury Nepean River (no 2 - 1997)

State Environmental Planning Policy. No 55 – Remediation of Land State Environmental Planning Policy (Infrastructure) 2007 State Environmental Planning Policy (Building Sustainability Index: BASIX)

2004 Penrith Local Environmental Plan (PLEP) 2010 Penrith Development Control Plan (PDCP) 2014

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KEY ISSUES AND OUTCOMES

The following provides a summary of the key matters discussed as well as other

matters identified relevant to the development proposal.

PLANNING:General Matters Should the existing dwelling on the site remain, the proposed boundary

setbacks shall be compliant with the requirements of Section 1.2.2 Setbacks and Building Seperation of Chapter D1 Rural Land Uses of PDCP 2014.

The minimum lot size is 4000m2. If a lot is a battle-axe lot or other lot with an access handle, the area of the access handle is not to be included in calculating the lot size (clause 4.1 of PLEP 2010)

The application shall demonstrate that a building envelope can be achieved on each allotment compliant with the setback requirements of Section 1.2.2 Setbacks and Building Seperation of Chapter D1 Rural Land Uses of PDCP 2014.

ENVIRONMENTAL MANAGEMENT:

WastewaterThe site is not currently serviced by the Sydney Water reticulated sewer network. I note the advice provided during the meeting that a connection to the Sydney Water sewer is being explored and is the preferred method of wastewater disposal. Council records indicate that sewer is located some distance from the site and would require construction of a pipe system through sites which have already been developed for residential purposes.

If connection to sewer is not achievable, the application will need to be accompanied by a wastewater report prepared by a suitably qualified and experienced consultant in accordance with Council’s On-site Sewage Management and Greywater Re-use Policy. Given the size of the land and likely residential development (being large house, sheds, pools, etc) options to achieve a suitable on-site wastewater design may be limited.

BiodiversityThe site is partly mapped on the Biodiversity Values Map. As such, the application needs to be supported by a Biodiversity Development Assessment Report prepared by an Accredited Assessor. I also note that other areas of the site have what appears to be regrowth native vegetation and grasslands that are likely to contain native species. As such, the application will need to be supported by a Test of Significance (5 part test) for other parts of the site.

Version: 1, Version Date: 28/02/2020Document Set ID: 9045032

The BDAR and 5 Part Test need to assess impacts on vegetation likely to be disturbed by subdivision works and future development (such as the construction of dwellings, driveways, sheds and other potential infrastructure) and by ongoing management activities such as mowing.

ContaminationTo satisfy the requirements of SEPP 55, the application will need to be supported by a contamination investigation prepared by a suitably qualified and experienced consultant to demonstrate that the site is suitable for the proposed use. If remediation will be required to make the site suitable, the application will need to be accompanied by a Remediation Action Plan. All contamination investigations and reports need to be prepared in accordance with relevant NSW EPA guidelines and NEPM 2013.

ENGINEERING:General

Council’s engineering requirements for subdivisions and developments, including policies and specifications listed herein, can be located on Council’s website at the following link:

https://www.penrithcity.nsw.gov.au/Building-and-Development/Development-Applications/Engineering-requirements-for-developments/

All engineering works must be designed and constructed in accordance with Council’s Design Guidelines for Engineering Works for Subdivisions and Developments and Council’s Engineering Construction Specification for Civil Works.

All utility services to service the lots are to be located underground and generally within the proposed common driveway area.

Stormwater

Stormwater drainage for the site must be in accordance with the following:o Council’s Development Control Plan,o Stormwater Drainage Specification for Building Developments policy,

and o Water Sensitive Urban Design Policy and Technical Guidelines.

A stormwater concept plan, accompanied by a supporting report and calculations, shall be submitted with the application. The concept stormwater plan shall include common drainage lines to service all lots and drain the common driveway area. Appropriate drainage easements are to be dedicated over any common driveway area.

This development will require an easement to drain water over downstream properties through to the existing Council drainage infrastructure in

Version: 1, Version Date: 28/02/2020Document Set ID: 9045032

Kenilworth Road. Evidence of owners consent shall be provided with the application for the provision of the easement. The easement to drain water must be registered prior to the issue of an operational consent.

The application shall demonstrate that downstream stormwater systems have adequate capacity to accommodate stormwater flows generated from the development. This may require the provision of on-site detention to reduce stormwater flows or upgrade of stormwater infrastructure to increase capacity.

A water sensitive urban design strategy prepared by a suitably qualified person is to be provided for the site. The strategy shall address water conservation, water quality, water quantity, and operation and maintenance. Raingardens may be considered by Council for each of the lots once further design details is submitted to Council.

MUSIC modelling shall be undertaken to demonstrate compliance with Council’s Water Sensitive Urban Design Policy and Technical Guidelines. The electronic MUSIC model shall be submitted with the application.

Local Overland Flows

The site is not affected by local overland flow flooding.

All plans for the site shall have levels and details to AHD.

Earthworks

No retaining walls or filling is permitted for this development which will impede, divert or concentrate stormwater runoff passing through the site.

Earthworks and retaining walls must comply with Council’s Development Control Plan.

Proposed fill material must comply with Council’s Development Control Plan.

Subdivision Works

The application is to be accompanied by a subdivision concept plan.

The subdivision layout shall be in general accordance with Council’s Development Control Plan.

The width and design of the access handles shall be in accordance with Council’s Development Control Plan.

TRAFFIC:Traffic and Parking Report

Version: 1, Version Date: 28/02/2020Document Set ID: 9045032

A Traffic and Parking Assessment Report is not required considering the proposal is unlikely to have a significant impact on operation of the road network or on-street parking. However, the access driveway design and other issues detailed in this letter shall/should be reviewed and endorsed by a suitably qualified traffic practitioner.

Driveway Layout

The current proposal does not comply with Councils DCP C11-4 section 11.3.3 in relation to Battle-Axe lots.

The application shall include details of the driveway construction.

The design of the driveway, internal roadways & ramps, car parking spaces, sight distance and loading areas shall comply with Councils DCP C10 and Australian Standards (i.e. AS2890.1 – 2004, AS2890.2-2002 for large vehicles and AS2890.6-2009 for disabled spaces).

All vehicles shall be able to enter and exit the site in a forward direction.

The proposed driveway shall be designed in accordance with the requirements of AS 2890.1 and PDCP 2014.

Version: 1, Version Date: 28/02/2020Document Set ID: 9045032

Documentation to be submitted with Development Application

Survey Drawing Plan of Subdivision

Statement of Environmental Effects Civil Plans (Access & Stormwater)

Contamination Assessment (in SEE) Traffic Assessment

On-site Wastewater Management Report Biodiversity Development Assessment

Report

1 x hard copy and 1 x PDF digital copy (additional copies required if integrated development) of your development application.

Please refer to Council’s Development Application checklist, as attached, for further details of submission requirements and ensure that plans submitted illustrate consistent detail.

Please ensure you contact Council’s duty officer on 4732 7991 to make an appointment for lodgement of this application.

Sydney Water Services

For all development proposals within Mulgoa, Wallacia and Londonderry, it is recommended that Sydney Water is contacted to ascertain servicing availability. Please contact Sydney Water’s Growth Planning and Development Team on 8849 4649 or email urbangrowth@sydneywater.com.au for this information.

Fees

Please call the Development Services Department Administrative Support on (02) 4732 7991 to enquire about fees and charges.

Version: 1, Version Date: 28/02/2020Document Set ID: 9045032

36.96

36.77

37.00

37.51 37.72 38

.1238

.22

48.19

47.08

48.13

47.68

47.27

46.8946

.2245

.65

44.7643

.01

43.73

43.73

44.13

44.59

45.46

46.03

43.47

43.06

43.00

42.43

41.95

41.75

41.73

41.5040.97

40.62

42.04

40.07

39.81

41.6040

.80

39.11

38.60

39.83

39.19

38.08

37.51

38.72

38.62

37.96

37.78

37.49

37.10

37.00

38.60

37.66 37

.5237

.5037

.72

37.41

37.44

37.89 38

.0538

.49

44.40

44.59

44.74

45.02

45.40

45.92

46.35

46.89

47.38

47.54

48.26

38.28

38.32

37.98

36.12

35.95

35.75

35.56

37.17

37.22 37.30

37.74

38.38

42.88

43.19

42.8942

.42

42.76

46.37

46.28

45.01

45.20

44.36

44.09

43.36 43

.78

42.25

42.54

43.23

44.16

45.12

46.19

45.90

44.77

43.80

43.07

42.57

42.15

42.60

43.04

44.11

43.54

43.21

42.71

42.21

41.84

42.27

42.57

42.84

42.33

42.00

41.4640.93

41.46

41.84

41.80

41.72

41.42

41.03

40.51

40.08

40.55

41.00

41.36

41.45

40.78

40.90

40.71

40.31

39.76

38.84

39.34

39.92

40.41

40.3739

.81

39.49

38.78

38.29

38.72

39.10

39.50

35.81

43.29

43.13

43.73

43.83

43.43

43.46

43.1842

.94

42.86

42.86

42.75 42.55

42.80 43.00

47.05

47.00

47.00

47.00

46.86

46.91

46.68

46.61

46.22

46.29

45.56

45.47

44.85

44.85

44.44

44.33

43.96

43.70

43.67

43.79

44.09

37.75

Pipe

Pipe

Pipe

Nat

ural

Wat

erco

urse

Trees, Vegetation& Fallen Trees in

This Area

Gra

ys

Lan

e

Kenilworth Crescent

38

38 39

39

3940

40

40 41

41

41

42

42

42

43

43

43

44

44

44

45

45

4546

46

47 48

Trees & Vegetationin This Area

89° 114.86

55' 90.97

00" 89.07

88.93 82.5

269°124.46

40" 31.38

359° 71.5

179° 55' 00" 48.5

179° 55' 00" 48.485

359° 55' 00" 45.5

179° 55' 00" 45.485

269° 55' 00"88

89° 55' 00" 170.495

269° 55' 00" 294.895 89° 55' 00"

170.505 89° 55' 00"88

45.

5 4

5.53

56' 45"

180°

00'

00"

33

33

ProposedLot 191

4003m² (Calc)Excluding Handle

ProposedLot 192

4000m² (Calc)Excluding Handle

ProposedLot 193

4344m² (Calc)Excluding Handle

ProposedLot 196

4001m² (Calc)Excluding Handle

ProposedLot 197

4005m² (Calc)Excluding Handle

Track Track

BitumenEdge

Drainage Pit

Edge

ofBi

tum

en

Bench MarkNail in Path

RL 46.90 (AHD)

59'

(A)

(A)(A)

(A)

ProposedLot 194

4240m² (Calc)Excluding Handle

59.26

179° 55' 00" 68.5

80.689° 55'

269°55'00" ~ 20.6

245°42'10" ~ 48.76

245°42'10" ~ 48.76

ProposedLot 195

4013m² (Calc)Excluding Handle

(A)

(A)

MATTHEW FREEBURNLAND, ENGINEERING & MINING SURVEYOR

SUITE 2, FIRST FLOOR, "SURVEYOR HOUSE"2 CASTLEREAGH STREET

PENRITH 2750

Project:

Surveyor: DM Drawn By: DM Checked: AF

Date of Survey: 29/08/2019 Sheet 1 of 1

A1 SHEET

Client:Plan of Proposed Subdivision Over

Lot 19 in DP 505032Known as No. 67-75 Grays Lane, Cranebrook

FREEBURN

SURVEYING

W E

Telephone 02 4721 2289Fax 02 4721 5646email d.manning@freeburnsurveyors.comor matthew@freeburnsurveyors.com AUTOCAD REVISION 02

Scale 1 : 500 Datum: AHD Contour: 0.5m

36 868 DETAIL22/10/2019

Brian Reid

LEGEND

Bench Mark

Telecommunications Pit

Power Pole

Sign

Tree

MA

GN

ORT

H

Notes:

* The position of features are indicative only.

* Services shown hereon have been located where possible by field survey. Priorto any excavation or construction on the site, the relevant authority should be contacted for possible location of any other services including those which may be underground.

* Indicates existing surface level.

* Contours shown depict the general topography. They do not represent exactlevels other than at spot levels shown.

* Relationship of improvements to boundaries is diagrammatic only. Where offsets are critical they should be confirmed by further survey.

* Bearings & distances shown are by title only. No boundary investigation/ definitionhas been carried out.The position of the boundaries shown in relation to buildings, improvements, fences& walls are approximate only. If the position of these structures are critical to designor financial decisions Freeburn Surveying recommend a boundary survey overseenby a registered surveyor.

* Origin of levels: SSM 64809 RL 39.922 (SCIMS: 29/08/2019)

45.98

Warning:This is a draft plan of subdivision prepared for discussion and conceptual design purposesonly.

No survey has been undertaken.

The boundary information has been compiled form relevant plans and documentation thatare available from the LPI, any additional information shown has been provided by designconsultants.

Dimensions, Areas & Easement locations could change following construction and aresubject to final survey.

If areas, dimensions & easement locations are to be accurately calculated FreeburnSurveying Recommends that a full plan of redefinition/ Consolidation be undertaken toconfirm the final survey plan.

(A) Proposed Right of Carriageway & Easement for Services 3 Wide

36.96

36.77

37.00

37.51

37.72 38.12

38.22

48.19

47.08

48.13

47.68

47.27

46.8946

.2245

.65

44.7643

.01

43.73

43.73

44.13

44.59

45.46

46.03

43.47

43.06

43.00

42.43

41.95

41.75

41.73

41.5040.97

40.62

42.04

40.07

39.81

41.6040

.80

39.11

38.60

39.83

39.19

38.08

37.51

38.72

38.62

37.96

37.78

37.49

37.10

37.00

38.60

37.66 37

.5237

.5037

.72

37.41

37.44

37.89

38.05

38.49

44.40

44.59

44.74

45.02

45.40

45.92

46.35

46.89

47.38

47.54

48.26

38.28

38.32

37.98

36.12

35.95

35.75

35.56

37.17

37.22 37

.30

37.74

38.38

42.88

43.19

42.8942

.42

42.76

46.37

46.28

45.01

45.20

44.36

44.09

43.36 43

.78

42.25

42.54

43.23

44.16

45.12

46.19

45.90

44.77

43.80

43.07

42.57

42.15

42.60

43.04

44.11

43.54

43.21

42.71

42.21

41.84

42.27

42.57

42.84

42.33

42.00

41.4640.93

41.46

41.84

41.80

41.72

41.42

41.03

40.51

40.08

40.55

41.00

41.36

41.45

40.78

40.90

40.71

40.31

39.76

38.84

39.34

39.92

40.41

40.3739

.81

39.49

38.78

38.29

38.72

39.10

39.50

35.81

43.29

43.13

43.73

43.83

43.43

43.46

43.1842

.94

42.86

42.86

42.75 42.55

42.80 43.00

47.05

47.00

47.00

47.00

46.86

46.91

46.68

46.61

46.22

46.29

45.56

45.47

44.85

44.85

44.44

44.33

43.96

43.70

43.67

43.79

44.09

37.75

Pipe

Pipe

PipeN

atur

al

Wat

erco

urse

Trees, Vegetation& Fallen Trees in

This Area

Gra

ys

Lan

e

Kenilworth Crescent

38

38 39

39

3940

40

40 41

41

41

42

42

42

43

43

43

44

44

44

45

45

4546

46

47 48

Trees & Vegetationin This Area

89° 114.86

55' 90.97

00" 89.07

88.93 82.5

269°124.46

40" 31.38

359° 71.5

179° 55' 00" 48.5

179° 55' 00" 48.485

359° 55' 00" 45.5

179° 55' 00" 45.485

269° 55' 00"88

89° 55' 00" 170.495

269° 55' 00"169.85 89° 55' 00"

170.505 89° 55' 00"88

45.

5 4

5.53

56' 45"

180°

00'

00"

33

33

ProposedLot 191

4003m² (Calc)Excluding Handle

ProposedLot 192

4000m² (Calc)Excluding Handle

ProposedLot 193

4344m² (Calc)Excluding Handle

ProposedLot 196

4001m² (Calc)Excluding Handle

ProposedLot 197

4005m² (Calc)Excluding Handle

Track Track

BitumenEdge

Drainage Pit

Edge

ofBi

tum

en

Bench MarkNail in Path

RL 46.90 (AHD)

59'

(A)

(A)(A)

(A)

ProposedLot 194

4240m² (Calc)Excluding Handle

59.26

179° 55' 00" 68.5

80.689° 55'

269°55'00" ~ 20.6

245°42'10" ~ 48.76

245°42'10" ~ 48.76

ProposedLot 195

4013m² (Calc)Excluding Handle

(A)

(A)

MATTHEW FREEBURNLAND, ENGINEERING & MINING SURVEYOR

SUITE 2, FIRST FLOOR, "SURVEYOR HOUSE"2 CASTLEREAGH STREET

PENRITH 2750

Project:

Surveyor: DM Drawn By: DM Checked: AF

Date of Survey: 29/08/2019 Sheet 1 of 1

A1 SHEET

Client:Plan of Proposed Subdivision Over

Lot 19 in DP 505032Known as No. 67-75 Grays Lane, Cranebrook

FREEBURN

SURVEYING

W E

Telephone 02 4721 2289Fax 02 4721 5646email d.manning@freeburnsurveyors.comor matthew@freeburnsurveyors.com AUTOCAD REVISION 02

Scale 1 : 500 Datum: AHD Contour: 0.5m

36 868 DETAIL22/10/2019

Brian Reid

LEGEND

Bench Mark

Telecommunications Pit

Power Pole

Sign

Tree

MA

GN

ORT

H

Notes:

* The position of features are indicative only.

* Services shown hereon have been located where possible by field survey. Priorto any excavation or construction on the site, the relevant authority should be contacted for possible location of any other services including those which may be underground.

* Indicates existing surface level.

* Contours shown depict the general topography. They do not represent exactlevels other than at spot levels shown.

* Relationship of improvements to boundaries is diagrammatic only. Where offsets are critical they should be confirmed by further survey.

* Bearings & distances shown are by title only. No boundary investigation/ definitionhas been carried out.The position of the boundaries shown in relation to buildings, improvements, fences& walls are approximate only. If the position of these structures are critical to designor financial decisions Freeburn Surveying recommend a boundary survey overseenby a registered surveyor.

* Origin of levels: SSM 64809 RL 39.922 (SCIMS: 29/08/2019)

45.98

Warning:This is a draft plan of subdivision prepared for discussion and conceptual design purposesonly.

No survey has been undertaken.

The boundary information has been compiled form relevant plans and documentation thatare available from the LPI, any additional information shown has been provided by designconsultants.

Dimensions, Areas & Easement locations could change following construction and aresubject to final survey.

If areas, dimensions & easement locations are to be accurately calculated FreeburnSurveying Recommends that a full plan of redefinition/ Consolidation be undertaken toconfirm the final survey plan.

(A) Proposed Right of Carriageway & Easement for Services 3 Wide