9 Glengarrie Road, Marsden Park LOT 44 DP262886 · 9 Glengarrie Road, Marsden Park LOT 44 DP262886...

9 Glengarrie Road, Marsden Park

LOT 44 DP262886

Development Application—

Civil Engineering Report

FOR / Civil Engineering Services

CLIENT / John Sinn

DOCUMENT NO / S18032-RPT-C-001 REV /0 DATE / 18/02/2019

bgeeng.com—

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CONTENTS

1 ABBREVIATIONS IV

2 REFERENCED STANDARDS & DOCUMENTATION V

3 INTRODUCTION 6

3.1 Background 6

3.2 Study Scope 6

4 SITE CHARACTERISTICS 7

4.1 Location 7

4.2 Existing Site Information and description 7

4.3 Topography 8

4.4 Water Courses 8

4.5 Flooding 8

4.6 Existing Land Use 8

4.7 Proposed Land Use 8

5 EARTHWORKS 9

5.1 Key Design Criteria 9

5.2 Boundary Conditions 9

5.2.1 General Considerations 9

5.2.2 Northern Boundary 9

5.2.3 Western Boundary 9

5.2.4 Southern Boundary 9

5.2.5 Eastern Boundary 10

6 SITE ACCESS 10

6.1 Site Access 10

7 ROADWORKS 10

7.1 Internal Roads 10

7.2 Road Widths 11

7.3 Road Grading 11

7.4 Drainage 11

7.5 Internal Intersections 11

8 STORMWATER DRAINAGE 11

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8.1 Proposed Drainage Strategy 11

8.1.1 Drainage Strategy 11

8.1.2 External Drainage 12

8.1.3 On-Site Stormwater Detention 13

9 STORMWATER QUALITY 13

9.1 Water Quality Objectives 13

10 STORMWATER QUALITY MANAGEMENT PLAN – CONSTRUCTION PHASE 15

10.1 Objectives 15

10.2 Management of Sedimentation & Erosion 15

10.3 Management of Contaminated Soils 16

10.4 Management of Imported Materials 16

10.5 Monitoring & Maintenance 16

10.6 Responsibility & Reporting 16

11 STORMWATER QUALITY MANAGEMENT PLAN – OPERATIONAL PHASE 17

11.1 Objectives 17

11.2 Performance Requirements 17

11.3 Management Measures 17

11.4 Monitoring & Maintenance 18

11.5 Bio-Retention Monitoring & Maintenance 18

12 UTILITIES SERVICING INFRASTRUCTURE 19

12.1 Potable Water Reticulation 19

12.1.1 Existing Reticulation 19

12.1.2 Proposed Connection 19

12.2 Sewer Reticulation 19

12.2.1 Existing Reticulation 19

12.2.2 Proposed Reticulated Sewer System 19

12.3 Electrical Reticulation 20

12.3.1 Existing Electrical Reticulation 20

12.3.2 Proposed Electrical Reticulation 20

12.4 Telecommunications 20

12.4.1 Existing Telecommunications Reticulation 20

12.4.2 Proposed Telecommunications Reticulation 20

12.5 Gas 20

12.5.1 Existing Gas Reticulation 20

12.5.2 Proposed Gas Reticulation 20

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13 ASSUMPTIONS AND LIMITATIONS 21

14 CONCLUSION 21

APPENDICES

Appendix A Indicative Layout Plan (ILP)

Appendix B DA Pre-Application (PAM) Meeting Minutes

Appendix C Subdivision Plan

Appendix D Topographic Survey

Appendix E Engineering Plans

Appendix F South Street and Glengarrie Road Upgrade Designs

Appendix G MUSIC Model

Appendix H Existing Services Data

Document Control

Revision Date Description Prepared Reviewed Approved

0 18/02/2019 Issued for Approval S. Phatak A. Wallis A. Wallis

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1 ABBREVIATIONS

AEP Annual Exceedance Probability

AMC Antecedent Moisture Condition

ARI Average Recurrence Interval

BMP Best Management Practice

CC Construction Certificate

CP Contributions Plan

DA Development Application

DCP Development Control Plan

DD Design Development

DP Deposited Plan

GPT Gross Pollutant Trap

IFD Intensity-Duration-Frequency

ILP Indicative Layout Plan

LGA Local Government Area

K&G Kerb and Gutter

KO Kerb Only

MUSIC Model for Urban Stormwater Improvement Conceptualisation

OSD On-Site Stormwater Detention

PAM Pre-Application Meeting

PMF Probable Maximum Flood

QUDM Queensland Urban Drainage Manual

RMS Roads and Maritime Services

SEI Stream Erosion Index

SQID’s Stormwater Quality Improvement Devices

TN Total Nitrogen

TP Total Phosphorus

TSS Total Suspended Solids

WSC Water Servicing Coordinator

WCMS Water Cycle Management Strategy Report

WQO Water Quality Objective

WSUD Water Sensitive Urban Design

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2 REFERENCED STANDARDS & DOCUMENTATION

The following documents have been used as part of this review:

1. Blacktown City Council, July 2018, Growth Centre Precincts Development Control Plan (the DCP).

2. Blacktown City Council, November 2011, Growth Centre Precincts Development Control Plan Schedule 3 Marsden Park Industrial.

3. Blacktown City Council, February 2005, Engineering Guide for Development (the Design Specification).

4. DEVELOPER HANDBOOK for WATER SENSITIVE URBAN DESIGN, V1.1, November 2011

5. BMT WBM Pty Ltd, August 2010, Draft NSW MUSIC Modelling Guidelines

6. Water by Design, 2010, Music Modelling Guidelines

7. Department of Energy and Water Supply, Third Edition 2013, Queensland Urban Drainage Manual

8. Landcom, 4th Edition 2004, Managing Urban Stormwater Soils and Construction

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3 INTRODUCTION

3.1 Background

John Sinn has commissioned BG&E to prepare the engineering road and drainage design for the proposed subdivision of 9 Glengarrie Road, Marsden Park (Lot 44 DP262886), referred to as “the subject site” from hereafter. Figure 1 shows the location and characteristics of the development site.

The site is located within the North-West Growth Centre’s Marsden Park Industrial Precinct (the Precinct). The precinct is approximately 560 hectares and is bounded by Marsden Park Precinct to the north and west, Bells Creek to the east and future Castlereagh Freeway corridor to the south.

The Precinct is characterised as a mixed use employment generating area, to be used for industrial, business park and commercial use. The precinct also contains some medium and low density residential areas in the vicinity of future Marsden Park Town Centre.

The Indicative Layout Plan (ILP) for the Precinct is attached as Appendix A, which shows the context of the site within the Precinct.

A Development Application Pre-application Meeting (PAM) was held with Council on Thursday 12th April 2018. Minutes are attached as Appendix B.

This development proposes approximately 84 residential lots. The proposed layout has been has been attached as Appendix C.

The scope of this report will encompass the roads, earthworks, retaining walls, utility services and

infrastructure associated with the development.

3.2 Study Scope

The study scope in general, is to produce a civil engineering report for the proposed concept design of 9

Glengarrie Road. The following tasks have been undertaken to complete this study:

Review of standards, codes, policies and relevant Council reports, consultant reports and relevant planning instruments;

Generation of a bulk earthworks plan;

Preparation of concept road and drainage engineering plans;

Determination of the stormwater quantity and quality requirements;

Produce a concept engineering services design including stormwater drainage;

Preparation of a sediment and erosion control plan.


4 SITE CHARACTERISTICS

4.1 Location

The site is located within the suburb of Marsden Park in north-western Sydney, within Blacktown City Council (Council) Local Government Area (LGA). The region consists of a mix of industrial, commercial and residential areas in the vicinity of the Marsden Park Town Centre, located with the Marsden Park precinct.

Figure 1 - Site Location

4.2 Existing Site Information and description

The subject site is described as Lot 44 DP262886. The street address is 9 Glengarrie Road, Marsden park, NSW 2765, covering an area of approximately 10.2 ha. The site is currently occupied by a single residential dwelling, with the remainder of the lot being predominately open space. The lot also contains an existing rural dam along the southern site boundary.

The following documents, sources and information have been used to the subject site in its current state.

Detailed survey undertaken by LTS Lockley on 16th May 2017 – Reference 44682DT;


4.3 Topography

The site generally falls to the south west, with a low point located on the western boundary. The site has an approximate gradient of 3.7%, with a maximum grade of approximately 5%. The existing site levels range from 30.47m AHD to 43.0m AHD. Refer to the topographical survey attached as Appendix D for further detail.

4.4 Water Courses

The site currently does not possess a formalised drainage network. The site naturally sheet flows in a south-westerly direction towards an existing farm dam, located along the southern boundary. An investigation of the survey shows that the existing dam overflows via a break along the existing northern embankment, with the flows conveyed via a natural channel towards the western boundary.

4.5 Flooding

The site is not mapped as flood prone.

4.6 Existing Land Use

The site is currently used for rural residential use.

4.7 Proposed Land Use

The subject site has been zoned as a mix of R2, low density residential, SP2 local drainage and E2, environmental conservation. Roads, earthworks and utility services are proposed to facilitate a number of residential dwellings (84 lots) located within the R2 zoned land. Refer to the lot layout prepared by Dickson Rothschild for further detail.

The SP2 zoned land, within the site has been allocated for development as a future regional basin, L1.1, as per Contributions Plan 21, Marsden Park. The design intends to use the SP2 zoned land for use as a temporary detention and water quality basin for the subject development.


5 EARTHWORKS

The following section discusses the proposed earthworks strategy for the site. These criteria and boundary conditions describe the controlling factors within the earthworks design. The proposed earthworks design can be seen in the engineering plans attached as Appendix E.

5.1 Key Design Criteria

The key earthworks design criteria are as follows:

1. Contain proposed earthworks within the subject site as far as practicably possible;

2. No detrimental impacts upon existing, adjacent properties, easements or structures; and

3. No earthworks encroaching into the E2, environmental protection zone.

A desirable minimum longitudinal road grade of 1% has been adopted in accordance with the Council’s Design Specification (Blacktown City Council, 2005, Engineering Guide for Development), Table 3.6, referred to as the Design Specification hereafter. The absolute minimum road gradient shall be 0.7%.

5.2 Boundary Conditions

The following boundary conditions have been adopted at each boundary interface. These boundary conditions, in conjunction with the key design criteria discussed above forms the basis of the bulk earthworks design.

5.2.1 General Considerations

There are a number of site constraints that will influence the degree of earthworks required on the site. These are discussed as follows:

The current proposal requires approximately 18,000 cu.m of cut, and 17,500 cu.m of fill, resulting in 17,500 cu.m of cut-to-fill, and an excess of 700 cu.m. Earthworks volumes have been calculated from the finished surface level to the existing surface. No allowance for bulking, filling of the existing dams, topsoil stripping, topsoil replacement, road boxing, or drainage and utility trenches. Detailed earthworks calculations will be undertaken at construction certificate stage.

5.2.2 Northern Boundary

The site lies in the north western corner of the Precinct, with the northern site boundary representing the Precinct boundary. The adjoining property, 17-25 Glengarrie Road, along the northern boundary has been approved for a subdivision DA. The design intends to match the levels at the shared property boundary.

5.2.3 Western Boundary

The western site boundary represents the precinct boundary for Marsden Park Industrial Precinct. It currently exists as vegetated bushland, zoned as E2 environmental protection and riparian corridor. The design intends to avoid any works within this zone.

5.2.4 Southern Boundary

The southern boundary is a mixture of E2 riparian corridor, SP2 drainage corridor and R2 low density residential land. The design intends to match existing ground levels by the means of a batter at the site boundary. The subject development aims to avoid any earthworks in the E2 zoned land.


There is an existing road, Bramall Avenue, entering the subject site from the south. The design matches the alignment and levels of the existing road at the property boundary.

5.2.5 Eastern Boundary

The eastern boundary of the subject site interfaces with existing South Street and existing Glengarrie Road. The Precinct DCP has nominated South Street to be upgraded to a collector Road and Glengarrie Road to be upgraded to an arterial road. The road upgrades involve road acquisition ranging from 3.5m wide to 12.5m wide. The design intends to match proposed back of verge levels from the proposed road upgrades.

The following data has been used as a basis for design for the interface with the road upgrades:

1. Glengarrie Road: 12d Model for proposed Glengarrie Road upgrade; 2. South Street: Preliminary road design pdf, prepared by SMEC.

The Road upgrade designs have been attached for reference in Appendix F.

6 SITE ACCESS

6.1 Site Access

The site frontage along Glengarrie Road does not contain any formalised kerb, driveway or drainage infrastructure. The site access for the development is proposed via the existing unsealed driveway belonging the existing dwelling at 9 Glengarrie Road.

As mentioned in Section 5.2.4, there is an existing road, Bramell Avenue, entering the site at the southern boundary. This is proposed as an alternate access to the site during the construction phase.

7 ROADWORKS

7.1 Internal Roads

Figure 3.1 of Schedule 3 – Marsden Park Industrial Precinct of the DCP nominates the proposed street types within the Precinct. The DCP nominates the roads with the subject site to be Residential Roads. The DCP, however does not nominate a typical section for this road type. Figure 3.12 from The Blacktown City Council Growth Centre Precincts DCP has been used as a reference to design Roads 1, 2, 3 and 4, within the subject site as Local Streets. A typical cross section for the proposed roads has been provided in Section 7.2 below.

All roads have been designed for 60 km/h with an assumed posted speed of 50 km/h.


7.2 Road Widths

The following road widths have been adopted for the proposed internal local roads:

Road No. Verge

(m) Carriageway

(m) Verge

(m)

Road Reserve Width

(m)

Kerb Profile

DCP Local Street 3.5 9.0 3.5 16.0 RK1

Table 1: Road Widths

Notes:

1. Western kerb for Road 4, adjacent to the reserve, will be K&G

7.3 Road Grading

The roads have been designed to minimise the grade on roads where possible, with an appreciation of the existing roads, site levels and adjoining developments. All roads have an absolute minimum grade of 0.7%, with a desirable minimum of 1%. Minimum vertical curve lengths have been adopted from Table 3.7 from Council’s Design Specification. A minimum vertical curve length of 25m for local streets has been adopted, and a minimum 6m vertical curve length at junctions.

Proposed Road 4 runs along the western edge of the subdivision to connect to Bramall Avenue at the southern boundary. Road 4 has been graded at 0.7% minimum, to enable the site to grade towards the existing drainage infrastructure in Bramall Avenue, in accordance with Council’s Precinct catchment strategy.

7.4 Drainage

All roads within the site have been graded in a manner consistent with the overall Precinct drainage strategy.

7.5 Internal Intersections

All internal intersections within the site will be designed to be in accordance with Council’s Engineering Design Guidelines. Local intersections shall have a kerb return radius of 8.5m at the nominal kerb line, and a minimum boundary splay of 5m x 5m.

8 STORMWATER DRAINAGE

8.1 Proposed Drainage Strategy

8.1.1 Drainage Strategy

The stormwater drainage design will be carried out in accordance with Council’s Engineering Design Guidelines to meet the requirements for stormwater conveyance, detention and Water Sensitive Urban Design (WSUD).


The catchment area for the subject site is identified to be 4.2ha. The piped drainage will be designed to convey the 5 year ARI minor storm event (as the ultimate catchment for the site is less than 6 Ha in accordance with Section 1.1 of Council’s Engineering Guidelines) with the road carriageway used to convey excess flows generated in the 100 year ARI major storm event (i.e. gap flows). The proposed drainage network has been developed to connect to existing Council infrastructure along Bramall Avenue as the ultimate development scenario. In the interim, until Council’s regional WSUD and detention basin infrastructure is developed, the drainage for the subject site has been designed to temporarily convey stormwater from the subject site towards a temporary WSUD and temporary On-Site Stormwater Detention basin to be located within the SP2 zoned land on site.

The concept drainage layout can be found in the engineering plans in Appendix E.

8.1.2 External Drainage

The site is identified to be located within regional catchment SWQ4, part of Little Creek catchments, in the Precinct’s Section 94 Contributions Plan12 (Refer Figure 2). A study of the regional catchment plan and the topographic survey indicates that the site generally sits at the top of the catchment, with no significant external flows entering and conveying through the site.

Figure 2: Marsden Park Industrial Precinct Regional Catchments


8.1.3 On-Site Stormwater Detention

BG&E have been informed by Council that the development falls into the catchment of a future planned regional detention basin. The precinct’s Section 94 Contributions Plan 21 indicates that in a fully developed scenario, the site will be drained towards a regional WSUD basin L1.2 and detention basin L1.1. As such, ultimately there will be no requirement for permanent On-Site Stormwater Detention (OSD) within the site.

However Council has requested that temporary OSD be provided until such time that the downstream regional basins are commissioned.

Council have advised that the temporary OSD must be sized using the supplied Deemed to Comply Tool. Volumes. Information for the proposed OSD basin can be found on engineering plans attached as Appendix E.

BG&E have proposed an above ground basin to provide the required OSD storage. As discussed with Council (PAM minutes Appendix B), the basin is proposed to be located within the SP2 local drainage zone, at the site of the existing farm dam along the southern site boundary.

9 STORMWATER QUALITY

9.1 Water Quality Objectives

The proposed development has been designed to incorporate the Council’s Water Sensitive Urban Design (WSUD) measures by providing a temporary bio-retention basin within the temporary OSD basin. The temporary bio retention basin aims to achieve pollutant reductions target as mentioned below. To maintain the necessary sediment control measures, in the initial stages of development, the bio retention filter media will not be installed, with the basin utilised as a sediment basin. This will be converted to a bio retention basin once all dwellings within the catchment are constructed

Council’s water quality reduction targets as shown in Table 4.1 of the DCP, Part J are as follows:

85% reduction for Total Suspended Solids (TSS);

65% reduction for Total Phosphorous (TP);

45% reduction for Total Nitrogen (TN); and

90% reduction for Gross Pollutants. In the ultimate scenario, the temporary bio retention basin will be replaced by regional water quality basin L1.2, as per Council’s Section 94 Contributions Plan 21.

The bio retention filter media requirements for the development we determined by the use of the software, MUSIC. Blacktown City Council’s MUSIC-link feature was used to enable MUSIC to use appropriate rainfall and evapotranspiration data. Council’s ‘DEVELOPER HANDBOOK for WATER SENSITIVE URBAN DESIGN’ was used to determine appropriate parameters for the various source nodes and treatment nodes within MUSIC. The treatment train developed is shown below and the model has been attached as Appendix G.


Figure 3: MUSIC Model Treatment Train

The MUSIC model developed achieves the Council’s pollution reduction targets and the and a summary of the results is shown in the figure below.

Figure 4: MUSIC Results


10 STORMWATER QUALITY MANAGEMENT PLAN – CONSTRUCTION PHASE

10.1 Objectives

The objective of the Construction Phase Management Plan is to ensure compliance with the DCP. The purpose of the management plan is to prevent the discharge of polluted stormwater off the site and to ensure that the environmental values of receiving waters are maintained or enhanced.

Pollutants typically generated during the Construction Phase are outlined in Table 2.

Pollutant Sources

Litter Paper, construction packaging, food packaging, cement bags, off-cuts.

Sediment Unprotected exposed soils and stockpiles during earthworks and building.

Hydrocarbons Fuel and oil spills, leaks from construction equipment.

Toxic materials Cement slurry, asphalt prime, solvents, cleaning agents, wash waters (e.g. from tile works).

pH altering substances

Acid sulfate soils, cement slurry and wash waters.

Table 2: Typical Construction Phase Pollutants

As a guide refer to the Water By Design Construction and Establishment Guidelines Version 1.1, April 2010 for the construction and establishment of the proposed stormwater treatment devices.

10.2 Management of Sedimentation & Erosion

A siltation and erosion fence is to be erected. It is expected that the siltation fence along the perimeter of the site will eliminate almost all risk of sediment being washed off the site. Accidental spills of soil or any other material shall be removed immediately if rainfall is likely to occur or at least upon completion of the days’ work depending upon the material.

Entry and exit from the site will be restricted to a single stabilised location to minimise the risk of tracking sediment over the site. It is expected that a layer of crushed rock will provide the necessary stabilisation for the access route. A specific area on the site shall be designated for washing down construction plant. The wash-down area will be contained by earth bunds. There will be no waste water discharged from the site during construction.

Conceptual details of the control measures to be implemented during construction are presented in Appendix E. The details of the erosion and sediment control devices are to be confirmed during the Construction Certificate phase.

Sediment and erosion control measures, including the design of temporary sediment basins during construction will be in accordance with Managing Urban Stormwater Soils and Construction, (Landcom 2004) (The Blue Book).


10.3 Management of Contaminated Soils

The site is not listed as having Acid Sulfate Soils or Contaminated Land. However in the event that Acid Sulfate Soils or Contaminated Land is found on site, a management plan is to be implemented and maintained by a suitably qualified professional.

10.4 Management of Imported Materials

Any material imported onto the site (including construction materials) will be stockpiled in a location where it cannot contaminate stormwater runoff.

10.5 Monitoring & Maintenance

Silt traps, sediment fences and structural measures should be checked daily during construction by the Construction Manager. Inspections will ensure the integrity of control structures and other structural measures. Additional inspections will be required immediately following periods of heavy rain. Sediment build-up is to be removed from behind the silt fences and other barriers immediately after each major rainfall event. All noted stormwater treatment devices within this report are to be inspected, maintained, rectified and reported on in accordance with Blacktown City Council’s requirements. Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1 (February 2012) manual for a guide.

10.6 Responsibility & Reporting

Performance monitoring of all drainage control measures along with erosion and sediment control devices will remain the responsibility of the contractor. Site inspection forms/checklists shall be reported to the Construction Manager following inspection of water quality devices/measures. The contractor should erect signage at the entrance to the site with contact information (including after-hours contact information). The contractor shall be responsible for the appropriate handling of all complaints.

The contractor is to report on all stormwater quality treatment devices in accordance with Blacktown City Council requirements. Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1, February (2012) manual for a guide.


11 STORMWATER QUALITY MANAGEMENT PLAN – OPERATIONAL PHASE

11.1 Objectives

Pollutant reduction values are outlined in Table 3.

Pollutant Indicator Pollutant Reduction

Total Suspended Solids 85%

Total Phosphorous 65%

Total Nitrogen 45%

Gross Pollutants 90%

Table 3: Operational (Permanent) Water Quality Objectives

11.2 Performance Requirements

Performance requirements for the Management Plan are in accordance with Blacktown City Council and New South Wales Department of Environment Marine Water Quality Objectives, and notable the following:

The reduction of dust and particulate matter being washed into the stormwater drainage system; and

The prevention of hydrocarbons, nutrients, chemicals and heavy metals washed from the stormwater drainage system to the external catchment.

11.3 Management Measures

The majority of the site will either be sealed or landscaped following development. The amount of sediment likely to be generated by a mulched and watered landscape area is considered to be minimal.

Gross pollutants such as paper and plastic waste will be prevented from entering the stormwater drainage system by the installation of grates to all stormwater inlets.

All stormwater pipes will be fully sealed and no contaminants will be able to enter the stormwater system from the roof catchment area or through infiltration into the stormwater pipes constructed below the ground.

Dust and particulate matter washed into the stormwater system will be reduced by regular sweeping and removal from car parking and vehicle service areas.

Dangerous goods will be stored in properly designed and constructed storage areas as required by the relevant statutory requirements.

All noted stormwater treatment devices noted within this report are to be inspected, maintained, rectified and reported on in accordance with Blacktown City Council requirements Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1 ( February 2012) manual for a guide.


11.4 Monitoring & Maintenance

Figure 8 outlines the required inspected and maintenance frequency for each stormwater treatment device. The site is believed to be within a “Temperate” area. Inspections and maintenance is to be carried out in accordance with Blacktown City Council’s requirements.

Figure 5: Typical Maintenance Regime

(Source: Water By Design Maintaining Vegetated Stormwater Assets Version 1, 2012)

11.5 Bio-Retention Monitoring & Maintenance

The proposed bio-retention basins detailed within the report are to be inspected, maintained, reported on and rectified in accordance with Blacktown City Council. Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1 (February 2012) – Section 3.2, Bio-Retention Technical Design Guidelines Version 1, October 2012 and the Facility for Advanced Water Biofiltration Bio-Retention Maintenance Plan for guidance. The filter media located within each bio-retention basin is to be tested in accordance with the FAWB Practice Note 1: In Situ Monitoring of Hydraulic Conductivity. The resulting filter media hydraulic conductivity is to be assessed against the FAWB recommended filter media hydraulic conductivity chart, shown in Figure 9:

Figure 6: FAWB Recommended Filter Media Hydraulic Conductivity

In the event that the hydraulic conductivity for the filter media is not within the recommended range, the bio-retention system is to be rectified in accordance Blacktown City Council requirements.


12 UTILITIES SERVICING INFRASTRUCTURE

Pursuant to the State Environmental Planning Policy (Sydney Region Growth Centres) 2006, Appendix 14, Clause 7.1 Council must be satisfied that any public utility infrastructure that is essential for the proposed development is available or that adequate arrangements have been made to make that infrastructure available when it is required.

A public utility infrastructure includes infrastructure for any of the following:

(a) the supply of water, (b) the supply of electricity, (c) the disposal and management of sewage.

The following section presents a discussion of how it is proposed to service the development. Existing utility services are attached as Appendix H.

12.1 Potable Water Reticulation

12.1.1 Existing Reticulation

The site is unlikely to be currently serviced by a Sydney Water main. Based upon Dial Before You Dig Information, potable water mains are present in the site frontage and can be serviced by either:

1. 200mm PVC main in South Street; or 2. Water mains that have been extended along Glengarrie Road to provide lead-in to the Rawson

homes site at the end of Glengarrie Road.

12.1.2 Proposed Connection

It is proposed to service the site with potable water from the lead-in to that has been extended along Glengarrie Road for the Rawson Homes subdivision, or by providing a potable water lead-in along Glengarrie Road from South Street to the proposed intersection for the subdivision. It is also likely that Sydney Water will require the internal subdivision water mains to be connected to the water mains currently available in Bramall Avenue. A detailed potable water reticulation design will be undertaken at Construction Certificate stage.

Refer to Appendix H for a plan of the existing services.

12.2 Sewer Reticulation

12.2.1 Existing Reticulation

The subject site does not contain an existing Sydney Water sewer main, however the neighbouring development on South Street includes a 150mm diameter sewer on Bramall avenue that has been constructed to the boundary of the development site. Refer to Appendix H for further details.

12.2.2 Proposed Reticulated Sewer System

It is proposed to service the site from the abovementioned sewer main via a connection to the existing sewer in Bramall Avenue. It should be noted that the existing sewer has 1.5m depth, which will require the sewer to be constructed at a low grade. All waste water works will be to the requirements of Sydney Water. A detailed waste water reticulation design will be undertaken at Construction Certificate stage.


12.3 Electrical Reticulation

12.3.1 Existing Electrical Reticulation

The site is currently supplied by Endeavour Energy overhead power from the eastern verge of Glengarrie Road.

12.3.2 Proposed Electrical Reticulation

It is proposed to service the site by connecting to the existing overhead high voltage electricity in Glengarrie Road. For a subdivision of 80 lots it is likely that two electrical substations will be required in the development site to provide low voltage electricity to the subdivision. A detailed electrical reticulation design will be provided at Construction Certificate stage.

12.4 Telecommunications

12.4.1 Existing Telecommunications Reticulation

The site is currently serviced by the overhead Telstra line located on the Eastern side of Glengarrie Road along the site frontage. A Dial Before You Dig inquiry did not show that underground NBN is available, however a connection inquiry revealed that NBN is available in the adjoining residential development on South Street.

12.4.2 Proposed Telecommunications Reticulation

The site is within a growth precinct and NBN will commit to ensuring the site has connection to the network. The likely connection to the development will be by underground NBN, potentially available by the time NBN approval is provided or by extending a lead-in to the site from South Street, used to service the adjoining development to the south.

12.5 Gas

12.5.1 Existing Gas Reticulation

The site is serviced by an existing 110mm diameter gas main on the northern verge of South Street. Another 160mm diameter gas main is located on the eastern verge of Glengarrie Road. Refer to Appendix H for the Dial Before You Dig Results.

12.5.2 Proposed Gas Reticulation

It is proposed for the site to be serviced by a connection to the existing 160 mm gas main from Glengarrie Road, as this is the location of the proposed intersection. A detailed natural gas reticulation design will be undertaken by Jemena during Construction Certificate stage.


13 ASSUMPTIONS AND LIMITATIONS

The following assumptions and limitations have been made for the engineering design:

The contents of this report are not to be construed for detailed design and are provided to form an engineering basis for the development. Detailed design should be undertaken with consideration to this report.

This report: has been prepared by BG&E for John Sinn and may only be used and relied on by John Sinn for the purpose agreed between BG&E and John Sinn as set out in this report.

BG&E otherwise disclaims responsibility to any person other than John Sinn arising in connection with this report. BG&E also excludes implied warranties and conditions, to the extent legally permissible.

The services undertaken by BG&E in connection with preparing this report were limited to those specifically detailed in the report and are subject to the scope limitations set out in the report.

The opinions, conclusions and any recommendations in this report are based on conditions encountered and information reviewed at the date of preparation of the report. BG&E has no responsibility or obligation to update this report to account for events or changes occurring subsequent to the date that the report was prepared.

The opinions, conclusions and any recommendations in this report are based on assumptions made by BG&E described in this report BGE disclaims liability arising from any of the assumptions being incorrect.

BG&E has prepared this report on the basis of information provided by John Sinn and others who provided information, which BG&E has not independently verified or checked beyond the agreed scope of work. BG&E does not accept liability in connection with such unverified information, including errors and omissions in the report which were caused by errors or omissions in that information.

14 CONCLUSION

Provision of earthworks, road, and stormwater drainage for 9 Glengarrie Road is planned to be provided in accordance with Blacktown City Council’s design and construction specifications and the DCP to facilitate residential development.

APPENDIX A

Indicative Layout Plan (ILP)

Schedule Three – Marsden Park Industrial Precinct Page 1

Figure 2.1: Precinct Indicative Layout Plan

APPENDIX B

DA Pre-Application (PAM) Meeting Minutes

APPENDIX C

Subdivision Plan

APPENDIX D

Topographic Survey

APPENDIX E

Engineering Plans

APPENDIX F

South Street and Glengarrie Road Upgrade Designs

APPENDIX G

MUSIC Model

APPENDIX H

Existing Services Data

WARNING

• All electrical apparatus shall be regarded as live until proved de-energised. Contact with live electrical apparatus will cause severe injury or death.

• In accordance with the Electricity Supply Act 1995, you are obliged to report any damage to Endeavour Energy Assets immediately by calling 131 003.

• The customer must obtain a new set of plans from Endeavour Energy if work has not been started or completed within twenty (20) working days of the original plan issue date.

• The customer must contact Endeavour Energy if any of the plans provided have blank pages, as some underground asset information may be incomplete.

• Endeavour Energy underground earth grids may exist and their location may not be shown on plans. Persons excavating are expected to exercise all due care, especially in the vicinity of padmount substations, pole mounted substations, pole mounted switches, transmission poles and towers.

• Endeavour Energy plans do not show any underground customer service mains or information relating to service mains within private property.

• Asbestos or asbestos-containing material may be present on or near Endeavour Energy’s underground assets.

• Organo-Chloride Pesticides (OCP) may be present in some sub-transmission trenches.

• All plans must be printed and made available at the worksite where excavation is to be undertaken. Plans must be reviewed and understood by the crew on site prior to commencing excavation.

INFORMATION PROVIDED BY ENDEAVOUR ENERGY

• Any plans provided pursuant to this service are intended to show the approximate location of underground assets relative to road boundaries, property fences and other structures at the time of installation.

• Depth of underground assets may vary significantly from information provided on plans as a result of changes to road, footpath or surface levels subsequent to installation.

• Such plans have been prepared solely for use by Endeavour Energy staff for design, construction and maintenance purposes.

• All enquiry details and results are kept in a register.

DISCLAIMER

Whilst Endeavour Energy has taken all reasonable steps to ensure that the information contained in the plans is as accurate as possible it will accept no liability for inaccuracies in the information shown on such plans.

LEGEND

NOT TO SCALE

DBYD Sequence No.:

Issued Date:

Cadastre: © Land and Property Information 2015, 2016

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4 5 6 7 8

9 10 11 12

13

Overvie

w

79214581

15/01/2019

WARNING















DISCLAIMER


LEGEND

NOT TO SCALE

DBYD Sequence No.:

Issued Date:


Y58Y58

Y58

Z46

Y58

Y58

Z46

Y58

Y58Y58

Z46

Y58

Y58Y58

Y58 Z46

Y58Y58Y58 Z46

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M

M

C

C

MC

C

C

M

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MC

(CAT HOLE)

(CA

T HO

LE)

UN

K C

OV

507293

507293

507293

507293

507293

507293

1

2 3

7 8

79214581

15/01/2019

WARNING















DISCLAIMER


LEGEND

NOT TO SCALE

DBYD Sequence No.:

Issued Date:


PP

u

u

u u

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$

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11-

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4- 35//1

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6- 36//1

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8- 37//1

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17-

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9- 54//1

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4- 63//1

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6- 64//1

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8- 65//1

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66//1

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19-

58//1

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23-61//1224267

21-

62//1

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27-85//1224267

3- 83//1

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67

5- 82//1

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88//1

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67

11-

79//1

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5 6 7

10 11 12

79214581

15/01/2019

WARNING















DISCLAIMER


LEGEND

NOT TO SCALE

DBYD Sequence No.:

Issued Date:


°

P

u

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VEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS ST


- 3//1

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8- 11//1

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1- 8//1

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67

5-6//1224267 3-

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4-9//1224267

6- 10//1

2242

67

7-31//1224267

5- 28//1

2242

67

3-29//1224267

9- 30//1

2242

67

7- 27//1

2242

67

11-

32//1

2242

67

13-33//1224267

15-34//1224267

4- 35//1

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6- 36//1

2242

67

8- 37//1

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10-

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2

6 7 8

11 12

79214581

15/01/2019

WARNING















DISCLAIMER


LEGEND

NOT TO SCALE

DBYD Sequence No.:

Issued Date:


EARTHPIT

FIBREPIT

Y58Y58Y58 Z46

Y58Y58

Y58

Z46

Y58

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Y58Y58 Z46

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(CAT HOLE) 507293

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2 3

7 8

12

79214581

15/01/2019

ST

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4813

4837

4621

4620

4838

4836

4839

4840

4663

4662

46654664

4671

4672

4660

4661

4659

4658

4812

4811

4810

4674

4675

4676

4809

4808

4673

4807

4806

4677

4678

4679

4723

4724

4805

4804

4835

4834

4833

4832

4896

4814

4815

4816

4700

4817

4818

4819

4820

4821

4822

4897

4898

4899

4831

4830

4829

4828

4906

4907

4851

4852

4853

4854

4855

4876

4856

4857

4858

4908

4909

4910

5001

4848

4615

4847

4846 4619

4617

4618

4842

4843

4841

4845

4844

4879

4877

4878

4880

4881

4882

4894

4893

4895

4892

4891

4890

4900

4883

4884

4889

4866

5002

4861

4862

4859

4875

4874

4873

4872

4860

4863

4871

4870

48674868

4869

48644865

6

30

15

6

7

1

5

2

4

8

50

31

4

2

3

13

12

3

5

5

4803

4801

4802

48244823

48254826

4827

2

4721

4720

4725

47274726

4718

4719

4716

4717

48864887

4885

48884790

4791

4787

4786

4777

4778

4779

4780 47

85

4784

4783

4792

4793

4794

4795

4796

4797

47824799

4798

4735

4734

4733

4732

4713

4714

4715

4767

4753

4766

4765

4764

4754

4755

4756

4757

4763

4761

4762

4728

4781

47594760

4758

4729

4730

4731

72

7170

6968

65

158

27

2928

30

46

147146

145

144

143

142

148

156

149

3

44

154 153155

132133134135

136

84

83

82

8887 8985 86

50

51

9394

95

4948

47

81

80

79

53

52

54

78

77

55

157

76

75

150

151

141

140

139

138

137152

130131

4

45

129

91 9290

128 127

126

125

124

123122

121120

119118

110109

112111

9697

108

99

98

117116

115114

107106

105

104

103

113

43

56

78

39

100

102

101

9

38

21

1213

14

1011

74

58

59

73

6263

6431

67

66

56

44

60

57

4645

4241

43

40

3635

37

61

3433

32

1819

20

2322

21

1617

15

2425

26

205

204

203

202

201

6

3130

206

33 323459

1

2

3

4

5

78

9

2

10

3536

37

29

2827

26

1112

13

2524

3839

4041

8487 88

110 86109

5862

157

60 6185

83

6463

65

5756

5554

5352

51

50

6667

6869

70

108

106

107

105

89

8281

80

9091

9293

94

7978

77

76

95

104

103

102

1

98

9697

10099

74

75

73

42

43

49

46

4847

4445

7271

23

22

1415

16

17

1918

2120

42

3

156

132 111131

133154134

135

136

153

113112

114

115

116

117

118

119

101

120

137

138

139

140

130

129

128

127

126

125

121

122

124123

141

143142

153

152

151

150

148

149

147

145

146

144

414

40

36

39

38

37

1618

2022

868482 LOT 5479

76748078

8

20

6 19

2224

4

1719

75

3

21

LOT 99

LOT 300

LOT 310

LOT 311

2321

25

LOT 5

60

3436

38

57

3

1

2

35

64

5

31

8

12 14

10

97

1113

15

14

1210

86

2 4

4042

4446

48

23

2119

1517

15

1113

9

25

LOT 98

3028

31 33

1820

16

2624

22

25

23

2927

17

2119

2018

16

22

24

424446

5048

52

3032

34

2628

4038

36

41 70

6866

64 62

54

60

56

58

864

6637

282624

141210

22201816

LOT 13

LOT 14

545256 58

4644 48 50

36 38 4240

34

7066 68 72

64

LOT 16

LOT 18

LOT 17

LOT 15

306

LOT 15

LOT 2

312

311

LOT 4

LOT 3

LOT 13

LOT 12

LOT 2

LOT

73

LOT

72

LOT 71

LOT 70

LOT 69

LOT 68

LOT 67

LOT 65

LOT 158

LOT 27LOT 28

LOT 29LOT 30

LOT 145

51

51

LOT 147

LOT

143

LOT

144

LOT

142

LOT 1

56

LOT

148

LOT 1

49

LOT 150

LOT 155 LOT 153LOT 154

LOT 136

LOT 83

LOT 84

LOT 8

2

LOT 8

1

LOT 1

57

LOT 135 LOT 134 LOT 133 LOT 132

LOT 87 LOT 88 LOT 89LOT 85 LOT 86

LOT 50

LOT 51

LOT 49

LOT 5

2LO

T 48LO

T 47

LOT 8

0

LOT 7

9

LOT 7

8

LOT 5

3

LOT 5

4

LOT 7

7

LOT 7

6

LOT 7

5

LOT 7

4

LOT 1

51

LOT

141

LOT

140

LOT 137LO

T 139

LOT 138

LOT 127LOT 128

LOT 152

LOT 131 LOT 130LOT 129

LOT 91 LOT 92LOT 90

LOT 126

LOT 125

LOT

124

LOT 123

LOT 122

LOT 121

LOT 120

LOT 119

LOT 118

LOT 45

LOT 93

LOT 94

LOT 112

LOT 111

LOT 110

LOT 109

LOT 96

LOT 95

LOT 108

LOT 97

LOT 98

LOT 107

LOT 106

LOT 105

LOT 99

LOT 100

LOT 117

LOT 116

LOT 115

LOT 114

LOT 103LOT 104

LOT 3LOT 4

LOT 5

LOT 102

LOT 101

LOT 113

LOT 1

LOT 2

9

LOT 12LOT 13

45

LOT 10 LOT 9

LOT 11

LOT 8LOT 6

LOT 7

LOT 59

LOT 66

LOT 5

5

LOT 44

LOT 60

LOT 5

6

LOT 5

7

LOT 5

8

LOT 46

LOT 45

LOT 42

LOT 43

LOT 41

LOT 40

LOT 37

LOT 39

LOT 38

LOT 35 LOT 36

LOT 62

LOT 63

LOT 61

LOT 33 LOT 34LOT 64 LOT 32

LOT 31

LOT 20 LOT 19

LOT 21LOT 22

LOT 23

LOT 15

LOT 18 LOT 17 LOT 16

LOT 24LOT 25

LOT 26

5

86

42

1

11131517

LOT

1

LOT

2

LOT

3

LOT

4

LOT

5

13

46

8

79

5

4

35

7

68

1012

911

13

1012

1416

18

293133353739

19

LOT 157

21232527

3

46

8

57

9

35

79

1113

1517

11

1214

10

1618

3

68

10

57

9

4

1315

17

1113

1214

16

10199

15

9795

LOT

1

103

109

105107

113111

20

19

115117

119121

123

1416

1517

18

2224

26

20

28

390

LOT 156

454749

5351

4

57 55

59

4143

46

810

1214

93

91

68

1012

35

79

1113

8789

8385

14

81

7779

59

6163

6567

6971

7375

49.6

39.2

62.0

76.2 2.217.5

43.3

30.6

26.313.81.5

63.1

46.4

60.7 2.436

.2

63.6

74.1

52.3

24.2

36.4

56.1

86.2

105.3

57.0

42.1

51.9

14.4

24.9

32.1

44.2

53.8

65.7

37.2

77.5

64.3

67.4

57.3

57.3

1.6

32.8

45.120

.087.7

7.5

8.3

19.957

.9

29.3

67.4

77.442

.5

54.7

53.4

43.3

31.7

22.5

38.4

9.62.

1

4.8

27.0

36.4

7.0

45.7

23.7

11.1

0.92.9

47.4

27.5

11.0

9.3

4.3

4.6

23.0

77.3

26.7

Position Subject To Final Subdivision

2.17

2.38


1.33

1.782.57

1.58

1.47

2.02

1.84

1.36

1.54

1.7


1.63

1.33

3.03

1.72

2.68

2.82

2.81

1.99

2.6

2.85

2.941.65

2.15

2.67

4.0

3.92

3.91

3.55

1.5

27.8

1.5

2.382.542.67

3.473.39

2.54

3.44

7.66

8.34

6.49

5.67

4.73

4.61

5.09

3.06

4.92

3.68

3.71

3.63

3.61

Conc Encased

Conc Encased

Conc EncasedConc Encased

Conc Encased

Conc Encased

Conc Encased

Conc Encased

Conc

Enc

ased Conc Encased

Conc

Enc

ased

Conc Encased

Conc Encased

Conc

Enc

ased

Conc

Enc

ased

Conc Encased

Conc

Enc

ased

Conc

Enc

ased

Conc

Enc

ased

Conc

Enc

ased

Conc Encased

150 PVC

150 PVC

150 PVC

150 PVC150 PVC

150 PVC

150 PVC

150 PVC

150 PVC

150 PVC

150 PVC

150 PVC

150 PVC

150 PVC

150 PVC150 PVC

150 PVC 150 PVC

150 PVC150 PVC

150 PVC

225 PVC

225

PVC

225 PVC

225 PVC

150

PVC

150 PVC

150

PVC

225 PVC

300

PP

225

PVC

225 PVC

225 PVC

300

PP

300

PP

300

PP

300

PP

300

PP

300

PP

300

PP

300

PP

300

PP

300

PP

300 PP

225 PVC

225 PVC300

PP

225

PVC

225 PVC

225 PVC

5.0

5.0

5.0

5.0

5.0

100 oPVC100 oPVC

100

oPVC

150 oPVC

100 oPVC

100 oPVC

100 oPVC

150 oPVC

150

oPVC

100 oPVC

100 oPVC

100

oPVC

100 oPVC

100 oPVC

100

oPVC

200

oPVC

200 oPVC

200

oPVC

100 oPVC

250 oPVC

100

oPVC

100 oPVC

100

oPVC

100

oPVC

100 oPVC

200

oPVC

200

oPVC

100 oPVC

200

oPVC

100

oPVC

100 oPVC 100 oPVC

100

oPVC

100 oPVC

100

oPVC

100

oPVC

100 oPVC

100

oPVC

100 oPVC

100

oPVC

100

oPVC

100

oPVC

100

oPVC

100 oPVC

100

oPVC

100 oPVC

100 oPVC

100 oPVC 100

oPVC

100 oPVC

100

oPVC

100 oPVC

100 oPVC

100

oPVC

100 oPVC

200

oPVC

200

oPVC

100

oPVC

100 oPVC

100

oPVC

100 oPVC

100 oPVC

100

oPVC

100

oPVC

100

oPVC

100 oPVC

100

oPVC

100 oPVC

100

oPVC

100 oPVC

100

oPVC

100 oPVC

250 oPVC

N

Copyright Reserved Sydney Water 2019

0m 30m 60m 90m 120m 150mDate of Production: 15/01/2019

Plan 1 of 1

A0

SYDNEY WATER CORPORATION

No warranty is given that the information shown is complete or accurate.DBYD Sequence No: 79214584

DBYD Job No: 15582076DBYD Address: n/a Glengarrie RoadMarsden Park NSW 2765

Scale: 1:2000

9 Glengarrie Road, Marsden Park LOT 44 DP262886 · 9 Glengarrie Road, Marsden Park LOT 44 DP262886...

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Transcript of 9 Glengarrie Road, Marsden Park LOT 44 DP262886 · 9 Glengarrie Road, Marsden Park LOT 44 DP262886...