wpfd.com.au

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

Prepared for Tuncurry Point Pty Ltd

16 JANUARY 2018

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

17127 | Ver.2 | 16/01/2018

Prepared by:

WALLACE PLUMBING & FIRE DESIGN P/L

PO Box 850

Warners Bay, NSW 2282

T: +61 02 4929 4109

E: shaunw@wpfd.com.au

Client Manager: Shaun Wallace

Report Number: 17127

Version / Date: Ver.2 16/01/2018

Prepared for:

TUNCURRY POINT PTY LTD

Client Contact: Gregor Millson

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

17127 | Ver.2 | 16/01/2018

Important Note

This document is to be submitted to the Mid Coast Council for approval as the servicing strategy for the subject area.

Upon approval the document shall become the property of the Mid Coast Council. The document may only be used for

the purposes for which it was commissioned and in accordance with the Terms of Engagement for the commission.

Unauthorised copying or use of this document in any form whatsoever is prohibited.

Apart from fair dealing for the purposes of private study, research, criticism, or review as permitted under the Copyright

Act, no part of this report, its attachments or appendices may be reproduced by any process without the written consent

of Wallace Plumbing & Fire Design Pty Ltd (“WPFD” or “we”). All enquiries should be directed to WPFD.

We have prepared this report for Tuncurry Point Pty Ltd (“Client”) for the specific purpose for which it is supplied

(“Purpose”). This report is strictly limited to the purpose including the facts and matters stated within it and is not to be

used, directly or indirectly, for any other application, purpose, use or matter.

In preparing this report WPFD has made certain assumptions. We have assumed that all information and documents

provided to us by the Client or as a result of a specific request or enquiry were complete, accurate and up-to-date. Where

we have obtained information from a government register or database, we have assumed that the information is

accurate. Where an assumption has been made, we have not made any independent investigations with respect to the

matters the subject of that assumption. As such we would not be aware of any reason if any of the assumptions were

incorrect.

This report is presented without the assumption of a duty of care to any other person (“Third Party”) (other than the

Client). The report may not contain sufficient information for the purposes of a Third Party or for other uses. Without the

prior written consent of WPFD:

(a) this report may not be relied on by a Third Party; and

(b) WPFD will not be liable to a Third Party for any loss, damage, liability or claim arising out of or incidental to a

Third Party publishing, using or relying on the facts, content, opinions or subject matter contained in this report.

If a Third Party uses or relies on the facts, content, opinions or subject matter contained in this report with or without the

consent of WPFD, WPFD disclaims all risk from any loss, damage, claim or liability arising directly or indirectly, and

incurred by any third party, from the use of or reliance on this report.

In this note, a reference to loss and damage includes past and prospective economic loss, loss of profits, damage to

property, injury to any person (including death) costs and expenses incurred in taking measures to prevent, mitigate or

rectify any harm, loss of opportunity, legal costs, compensation, interest and any other direct, indirect, consequential or

financial or other loss.

Document Status

Version Purpose of Document Orig Review Review Date

1 DA Approval Ian Murphy Shaun Wallace 22.12.2017

2 DA Approval Ian Murphy Shaun Wallace 16.01.2018

Approval for Issue

Name Signature Date

Shaun Wallace

16.01.2018

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

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Contents

TERMS AND ABBREVIATIONS ............................................................................................................ 1

1.0 INTRODUCTION ........................................................................................................................... 2

1.1 Location ............................................................................................................................. 2

1.2 Proposed Development .................................................................................................... 2

1.3 Methodology ...................................................................................................................... 2

2.0 WATER ......................................................................................................................................... 3

2.1 Design Water Demands .................................................................................................... 3

2.2 Infrastructure Description ................................................................................................ 4

2.3 Capital and Replacement Costs ...................................................................................... 4

2.4 Computer Modelling ......................................................................................................... 4

1.1.2 Average Day Flow Analysis ...................................................................................... 4

1.1.3 Peak Day Flow Analysis ........................................................................................... 5

1.1.4 Peak Instantaneous Demand Analysis ..................................................................... 5

1.1.5 Fire Flow Analysis ..................................................................................................... 5

3.0 SEWER ......................................................................................................................................... 6

3.1 Sewerage Loading Assessment ...................................................................................... 6

3.2 Infrastructure Description ................................................................................................ 7

3.3 Capital and Replacement Costs ...................................................................................... 7

4.0 CONCLUSION .............................................................................................................................. 8

Appendices

Appendix 1 Water Infrastructure

Appendix 2 Sewer Infrastructure

Appendix 3 Water Modelling

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

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Terms and Abbreviations

AHD Australian Height Datum

MCC Mid Coast Council

MCW Mid Coast Water

RL Reduced Level

RPS RPS Australia East Pty Ltd

WPFD Wallace Plumbing & Fire Design Pty Ltd

WWPS Wastewater Pump Station

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1.0 Introduction

Wallace Plumbing & Fire Design P/L has been commissioned by Tuncurry Point Pty Ltd to prepare a water &

sewer servicing report to support the Development Application (DA) for Lot 2 DP1196454 & Lot 164

DP655650 Point Rd Tuncurry. This report addresses the provision of water & sewer services to the proposed

development.

Proposed development of the site will require the construction of water & sewer reticulation mains to provide

services that comply with Mid Coast Council (MCC) requirements.

1.1 Location

The subject site has street frontages and road access to Point Road, Taree Street, Recreation Lane and Bay

Street.

The site encompasses an area of approximately 6.1 hectares.

The land is zoned (c) High Density Residential and 2(a) Low Density Residential.

1.2 Proposed Development

It is proposed to undertake a community title subdivision of the site and construct 59 x townhouses, 26 x

studio units & 360 x 3BR apartments.

1.3 Methodology

Consultation has been undertaken with Mid Coast Water to determine appropriate connection points to the

existing water & sewer systems to provide adequate services to the proposed development.

Computer modelling of the proposed water system has been completed using EPANet and sizing of the

sewer system has been determined using empirical methods.

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2.0 Water

Mid Coast Water (MCW) has provided preliminary advice that indicates that reticulated water can be

provided to the site by extension of mains from existing MCW watermains in Point Road, Taree Street,

Recreation Lane and Bay Street.

The provision of water infrastructure to service the site requires the construction of a 150mm main

connecting to the existing water system in Taree St. The watermains servicing the site will be interconnected

with other existing mains in Point Rd, Recreation Lane and Bay St creating a robust water system for the

area.

2.1 Design Water Demands

To estimate design flows, values from the Water Services Association of Australia (WSAA) Water Supply Code

of Australia WSA03-2002-2.3 MidCoast Water Version have been adopted. Theoretical loadings have been

determined and are expressed in terms of equivalent tenements. An ET is the theoretical water demand for an

average residential allotment. The criteria used to determine the theoretical water design flows are summarised

below:

Average Day Demand for new residential properties in the Mid Coast Council LGA = 205 kL/yr

Average Day Demand (L/s) = 0.0065/ET

Peak Day Demand (L/s) = ADD x PDD Factor

Peak Day Factor – 3

Peak Instantaneous Demand (L/s) = 0.04/ET

Unaccounted Water = 13% of Average Day Demand

Design flows based on the potential lot yield are shown in Table 2.1.

Table 2.1 Total Theoretical Water Loadings

Estimated ET

Average Day Demand (L/s)

95th % Peak Day Demand

Peak Day Demand (L/s)

Peak Instantaneous Demand

Unaccounted Water (L/s)

59 Townhouses

59 0.384 1.065 1.121 2.360 0.050

26 Studio Units

17.42 0.113 0.314 0.331 0.697 0.015

360 x 3BR Apartments

241.2 1.568 4.468 4.703 9.64 0.204

Total 317.62 2.065 5.885 6.195 12.705 0.269

Preliminary computer modelling indicates that the proposed 150mm watermain has adequate capacity to

meet residential demand and to provide fireflows for the proposed lots.

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2.2 Infrastructure Description

Servicing of the development site requires the construction of approximately 265m x 150 & 645m x 100mm

watermain.

The 150mm main will connect to an existing 200mm main in Taree St and extend into the site to provide the

apartment blocks a frontage. The 150mm main is required to meet fireflow demands of the unit

developments.

The 100mm mains will connect to existing mains in Recreation Lane, Point St and Bay St and the proposed

150mm main to form a loop through the development site.

There is only one short length (approximately 50m x 100mm) of dead end main.

A plan indicating the existing water infrastructure and proposed watermain extensions are shown in

Appendix 2.

2.3 Capital and Replacement Costs

Preliminary capital costs have been estimated using data collected by WPFD and verified by quantity

surveyors.

265m x 150mm watermain = $55,000

645m x 100mm watermain = $97,000

Total = $152,000

The provision of reticulation mains to service the project site will be funded by the developer.

2.4 Computer Modelling

Pipe sizing has been confirmed with computer modelling using ‘EPANET 2.0’. The EPANET software has

been developed by the Water Supply & Water Resources Division in the National Risk Management

Research Laboratory of the US Environmental Protection Agency.

Table 1 Mid Coast Council Water System Criteria

Maximum Pressure – Average Day (kPa)

Maximum Pressure – Peak Day (kPa)

Minimum Pressure – Peak Day (kPa)

Minimum Pressure – Under Fire Flow Conditions at the Fire Flow Site

Minimum Pressure – Under Fire Flow Conditions Elsewhere

900 900 250 Positive head

Positive head

A map of the proposed network model is included in Appendix 4.

1.1.2 Average Day Flow Analysis

Average Day flow analyses have been completed using ‘EPANET 2.0’ and tabulated results are attached as

Appendix 4. To simulate maximum expected pressures in the proposed water network assumed Average

Day Maximum HGL values were applied at each of the boundary connection points.

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

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These results indicate that all proposed lots within the study area will be provided with pressures that do not

exceed 900kPa on an Average Day.

1.1.3 Peak Day Flow Analysis

Peak Day flow analysis have been completed using ‘EPANET 2.0’ and tabulated results are attached as

Appendix 4. To simulate minimum and maximum expected pressures in the proposed water network

assumed Peak Day Minimum HGL values were applied at each of the boundary connection points.

These results indicate that all proposed lots within the study area will be provided with pressures above

450kPa on a the Peak Day.

Maximum pressures on a Peak Day do not exceed 60m.

1.1.4 Peak Instantaneous Demand Analysis

Peak Instantaneous Demand analysis have been completed using ‘EPANET 2.0’ and tabulated results are

attached as Appendix 4. To simulate minimum and maximum expected pressures in the proposed water

network assumed Peak Day Minimum HGL values were applied at each of the boundary connection points.

These results indicate that all proposed lots within the study area will be provided with pressures above 428

kPa at Peak Instantaneous Demand.

1.1.5 Fire Flow Analysis

Fire flow analysis has been completed using Peak Day flows in the ‘EPANET 2.0’ model. Minimum fire flow

pressures were determined using the assumed Peak Day Minimum HGL values. Relevant fire flows were

applied at each node in the model.

The analyses indicate that positive head in the network is achieved at each node.

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

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3.0 Sewer

MCW has provided preliminary advice that indicates that reticulated sewerage services can be provided to

the proposed development site by connecting sewer mains into existing systems. There are 225mm &

150mm sewermains traversing the development site. These mains provide points of connection to some of

the proposed lots while servicing of the remainder of the proposed lots can be achieved by the installation of

junctions or the extension of 150mm mains to provide points of connection.

Sewermains servicing the development site drain to two existing wastewater pump stations (WWPS).

Capacity of the WWPS to service the proposed development is to be confirmed by MCW.

3.1 Sewerage Loading Assessment

Design flows for development in the study area have been estimated using values in the HWC Water & Sewer

Design Manual to determine theoretical loadings in equivalent tenements (ET). An ET is the theoretical

sewage flow from an average residential lot. The criteria used to determine theoretical sewer design flows are

summarised below:

Average Dry Weather Flow (ADWF) = 0.011l/s per ET

Peak Dry Weather Flow (PDWF) = ADWF x ‘r’

Storm Allowance = 0.058 l/s per ET (Gravity)

Peak Wet Weather Flow (PWWF) = PDWF + SA

Note: ‘r’ factor is from an empirical relationship based on ET.

The calculated loadings and design flows to be used in this study are summarised in Table 3-1:

Table 3-1: Theoretical Gravity Sewer Flows

Development Yield ADWF r PDWF SA PWWF

(ET) (L/s) (L/s) (L/s) (L/s)

59 Townhouses 59 0.65 3.56 2.31 3.42 5.73

26 Studio Units 17.42 0.19 4.00 0.77 1.01 1.78

360 x 3BR Apartments

241.2 2.65 2.83 7.50 13.99 21.48

Total 370.42 3.49 2.71 9.46 18.42 27.88

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

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3.2 Infrastructure Description

Servicing of the development site requires the construction of approximately 440m x 150mm reticulation

sewermains.

The proposed sewer system will connect to the existing sewer network in various locations.

Plans showing existing and proposed sewer infrastructure to service the development is attached as

Appendix 3.

3.3 Capital and Replacement Costs

Preliminary capital costs have been estimated using data collected by WPFD and verified by quantity

surveyors.

440m x 150mm gravity sewer main = $120,000

The provision of reticulation mains to service the proposed subdivision will be funded by the developer.

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

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4.0 Conclusion

Liaison with Mid Coast Council staff and investigation by WPFD indicates that the proposed development

can be provided with adequate water and sewer services by the extension of mains from the existing

networks in and around the site.

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

17127 | Ver.2 | 16/01/2018

Appendix 1

Water Infrastructure

EXISTINGWWPS

EXISTINGWWPS

WATEREXISTING 100 WATER

EXISTING 375 WATER

EXISTING 600 WATER

PROPOSED 100 WATER

PROPOSED 150 WATER

DWG No

PROJECT No ISSUE

SHEET OF SHEETSSIZE

A1

WATER STRATEGY FORPROPOSED MASTER PLAN

LOT 2, DP 1196454 & LOT 164, DP 655650,POINT ROAD, TUNCURRY 1 2

Copyright "This document and the information show shall remain the property of Wallace Plumbing & Fire Design Pty Ltd.

The document may only be used for the purpose for which it was supplied and in accordance with theterms of engagement for the commission. Unauthorised use of this document in any way is prohibited."

0 20 40 6010

SCALE IN METRES AT ORIGINAL REDUCTION RATIO

020 0

1:1000SCALE:

LONG SECTION:H :V :

DATUM:

CROSS SECTION:H :V :

N/AN/A

N/AN/A

AHD

DATE OF SURVEY:SURVEY:

DESIGNED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:19.01.18

10.11.17

--

S.W 22.12.17

I.M

M.M

--

RE

VIS

ION

S

No. DATE REVISION DETAILS BY

CLIENT: TITLE:

DA APPROVAL ISSUE

THIS IS A COLOURED PLAN.REPRODUCTION IN COLOUR ONLY.

17127-------

A 11.11.17 ORIGINAL ISSUE S.W.

CTUNCURRY POINT PTY LTD

IMPORTANT NOTES1. This plan was prepared for the sole purposes of the client for the specific purpose of producing a design plan. This plan is strictly limited to the Purpose and does notapply directly or indirectly and will not be used for any other application, purpose, use or matter. The plan is presented without the assumption of a duty of care to anyother person (other than the Client) ("Third Party") and may not be relied on by Third Party.2. Wallace Plumbing & Fire Design Pty Ltd will not be liable (in negligence or otherwise) for any direct or indirect loss, damage, liability or claim arising out of or incidentalto: A. Third Party publishing, using or relying on the plan;

B. Wallace Plumbing & Fire Design Pty Ltd relying on information provided to it by the Client or a Third Party where the information is incorrect, incomplete, inaccurate,out-of-date or unreasonable;

C. Any inaccuracies or other faults with information or data sourced from a Third Party;D. Wallace Plumbing & Fire Design Pty Ltd relying on surface indicators that are incorrect or inaccurate;E. The Client or any Third Party not verifying information in this plan where recommended by Wallace Plumbing & Fire Design Pty Ltd;F. Lodgement of this plan with any local authority against the recommendation of Wallace Plumbing & Fire Design Pty Ltd;G. The accuracy, reliability, suitability or completeness of any approximations or estimates made or referred to by Wallace Plumbing & Fire Design Pty Ltd in this plan.

3. Without limiting paragraph 1 or 2 above, this plan may not be copied, distributed, or reproduced by any process unless this note is clearly displayed on the plan.

4. Scale shown is correct for the original plan and any copies of this plan should be verified by checking against the bar scale.5. The title boundaries as shown hereon were not marked at the time of survey and have been determined by plan dimensions only and not by field survey.6. Any service line unless otherwise noted has been plotted from the records of relevant authorities where available. Prior to any demolition, excavation or construction onthe site, the relevant authority should be contacted for possible location of further underground services and detailed locations of all service

WPFD

WALLACE PLUMBING & FIRE DESIGN PTY LTDABN 96 154 894 954Suite 10, 87 King Street, Warners Bay, NSW Australia 2282PO Box 850, Warners Bay, NSW Australia 2282T +61 2 4929 4109E mail@wpfd.com.au W www.wpfd.com.au

B 22.12.17 DA APPROVAL ISSUE S.W.

C 16.01.18 RE-ISSUED DA APPROVAL ISSUE S.W.

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

17127 | Ver.2 | 16/01/2018

Appendix 2

Sewer Infrastructure

SS

SS

S

S

S

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

S

EXISTINGWWPS

EXISTINGWWPS

SEWEREXISTING 150 SEWER

EXISTING 225 SEWER

PROPOSED 150 SEWER

TO BE ABANDONED

S S EXISTING SEWER RISING MAIN

DWG No

PROJECT No ISSUE

SHEET OF SHEETSSIZE

A1

SEWER STRATEGY FORPROPOSED MASTER PLAN

LOT 2, DP 1196454 & LOT 164, DP 655650,POINT ROAD, TUNCURRY 2 2

Copyright "This document and the information show shall remain the property of Wallace Plumbing & Fire Design Pty Ltd.

The document may only be used for the purpose for which it was supplied and in accordance with theterms of engagement for the commission. Unauthorised use of this document in any way is prohibited."

0 20 40 6010

SCALE IN METRES AT ORIGINAL REDUCTION RATIO

020 0

1:1000SCALE:

LONG SECTION:H :V :

DATUM:

CROSS SECTION:H :V :

N/AN/A

N/AN/A

AHD

DATE OF SURVEY:SURVEY:

DESIGNED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:19.01.18

10.11.17

--

S.W 22.12.17

I.M

M.M

--

RE

VIS

ION

S

No. DATE REVISION DETAILS BY

CLIENT: TITLE:

DA APPROVAL ISSUE

THIS IS A COLOURED PLAN.REPRODUCTION IN COLOUR ONLY.

17127-------

A 11.11.17 ORIGINAL ISSUE S.W

CTUNCURRY POINT PTY LTD

IMPORTANT NOTES1. This plan was prepared for the sole purposes of the client for the specific purpose of producing a design plan. This plan is strictly limited to the Purpose and does notapply directly or indirectly and will not be used for any other application, purpose, use or matter. The plan is presented without the assumption of a duty of care to anyother person (other than the Client) ("Third Party") and may not be relied on by Third Party.2. Wallace Plumbing & Fire Design Pty Ltd will not be liable (in negligence or otherwise) for any direct or indirect loss, damage, liability or claim arising out of or incidentalto: A. Third Party publishing, using or relying on the plan;

B. Wallace Plumbing & Fire Design Pty Ltd relying on information provided to it by the Client or a Third Party where the information is incorrect, incomplete, inaccurate,out-of-date or unreasonable;

C. Any inaccuracies or other faults with information or data sourced from a Third Party;D. Wallace Plumbing & Fire Design Pty Ltd relying on surface indicators that are incorrect or inaccurate;E. The Client or any Third Party not verifying information in this plan where recommended by Wallace Plumbing & Fire Design Pty Ltd;F. Lodgement of this plan with any local authority against the recommendation of Wallace Plumbing & Fire Design Pty Ltd;G. The accuracy, reliability, suitability or completeness of any approximations or estimates made or referred to by Wallace Plumbing & Fire Design Pty Ltd in this plan.

3. Without limiting paragraph 1 or 2 above, this plan may not be copied, distributed, or reproduced by any process unless this note is clearly displayed on the plan.

4. Scale shown is correct for the original plan and any copies of this plan should be verified by checking against the bar scale.5. The title boundaries as shown hereon were not marked at the time of survey and have been determined by plan dimensions only and not by field survey.6. Any service line unless otherwise noted has been plotted from the records of relevant authorities where available. Prior to any demolition, excavation or construction onthe site, the relevant authority should be contacted for possible location of further underground services and detailed locations of all service

WPFD

WALLACE PLUMBING & FIRE DESIGN PTY LTDABN 96 154 894 954Suite 10, 87 King Street, Warners Bay, NSW Australia 2282PO Box 850, Warners Bay, NSW Australia 2282T +61 2 4929 4109E mail@wpfd.com.au W www.wpfd.com.au

B 22.12.17 DA APPROVAL ISSUE S.W.

C 16.01.18 RE-ISSUED DA APPROVAL ISSUE S.W.

WATER & SEWER SERVICING REPORT Point Rd, Tuncurry

17127 | Ver.2 | 16/01/2018

Appendix 3

Water Modelling

Average Day Demand

Network Table - Nodes at 0:00 Hrs

Elevation Base Demand Demand Head Head Pressure Pressure

Node ID m LPS LPS m kPa m kPa

Resvr 1 50 #N/A -1.16 50 490 0 0

Junc 11 3.2 0.344 0.17 49.97 489.706 46.77 458.346

Junc 10 3.2 0.344 0.17 49.97 489.706 46.77 458.346

Junc 12 3.2 0.344 0.17 49.97 489.706 46.77 458.346

Junc 9 3.2 0.344 0.17 49.97 489.706 46.77 458.346

Junc 6 3.2 0 0 49.98 489.804 46.78 458.444

Junc 8 3.2 0 0 49.98 489.804 46.78 458.444

Junc 19 3.2 0 0 49.98 489.804 46.78 458.444

Junc 7 3.2 0 0 49.98 489.804 46.78 458.444

Junc 21 3.2 0 0 49.98 489.804 46.78 458.444

Junc 18 3.2 0 0 49.98 489.804 46.78 458.444

Junc 20 3.2 0 0 49.98 489.804 46.78 458.444

Junc 5 3.2 0 0 49.98 489.804 46.78 458.444

Junc 14 3.2 0.344 0.17 49.98 489.804 46.78 458.444

Junc 17 3.2 0 0 49.98 489.804 46.78 458.444

Junc 13 3.2 0.344 0.17 49.98 489.804 46.78 458.444

Junc 4 3.2 0.344 0.17 49.99 489.902 46.79 458.542

Junc 16 3.2 0 0 50 490 46.8 458.64

Junc 15 3.2 0 0 50 490 46.8 458.64

Junc 3 3.2 0 0 50 490 46.8 458.64

Junc 2 3.2 0 0 50 490 46.8 458.64

Peak Day Demand

Network Table - Nodes at 0:00 Hrs

Elevation Base Demand Demand Head Head Pressure Pressure

Node ID m LPS LPS m kPa m kPa

Resvr 1 50 #N/A -7.03 50 490 0 0

Junc 11 3.2 1.005 1 49.22 482.356 46.02 450.996

Junc 10 3.2 1.005 1 49.22 482.356 46.02 450.996

Junc 12 3.2 1.005 1 49.23 482.454 46.03 451.094

Junc 9 3.2 1.005 1 49.29 483.042 46.09 451.682

Junc 6 3.2 0 0 49.34 483.532 46.14 452.172

Junc 8 3.2 0 0 49.39 484.022 46.19 452.662

Junc 19 3.2 0 0 49.39 484.022 46.19 452.662

Junc 7 3.2 0 0 49.41 484.218 46.21 452.858

Junc 21 3.2 0 0 49.41 484.218 46.21 452.858

Junc 18 3.2 0 0 49.43 484.414 46.23 453.054

Junc 20 3.2 0 0 49.45 484.61 46.25 453.25

Junc 5 3.2 0 0 49.49 485.002 46.29 453.642

Junc 14 3.2 1.005 1 49.52 485.296 46.32 453.936

Junc 17 3.2 0 0 49.52 485.296 46.32 453.936

Junc 13 3.2 1.005 1 49.54 485.492 46.34 454.132

Junc 4 3.2 1.005 1 49.71 487.158 46.51 455.798

Junc 16 3.2 0 0 49.88 488.824 46.68 457.464

Junc 15 3.2 0 0 49.96 489.608 46.76 458.248

Junc 3 3.2 0 0 49.97 489.706 46.77 458.346

Junc 2 3.2 0 0 49.99 489.902 46.79 458.542

Peak Instantaneous Demand

Network Table - Nodes at 0:00 Hrs

Elevation Base Demand Demand Head Head Pressure Pressure

Node ID m LPS LPS m kPa m kPa

Resvr 1 50 #N/A -14.82 50 490 0 0

Junc 11 3.2 2.117 2.12 46.89 459.522 43.69 428.162

Junc 10 3.2 2.117 2.12 46.91 459.718 43.71 428.358

Junc 12 3.2 2.117 2.12 46.92 459.816 43.72 428.456

Junc 9 3.2 2.117 2.12 47.17 462.266 43.97 430.906

Junc 6 3.2 0 0 47.38 464.324 44.18 432.964

Junc 8 3.2 0 0 47.57 466.186 44.37 434.826

Junc 19 3.2 0 0 47.58 466.284 44.38 434.924

Junc 7 3.2 0 0 47.65 466.97 44.45 435.61

Junc 21 3.2 0 0 47.67 467.166 44.47 435.806

Junc 18 3.2 0 0 47.74 467.852 44.54 436.492

Junc 20 3.2 0 0 47.8 468.44 44.6 437.08

Junc 5 3.2 0 0 47.98 470.204 44.78 438.844

Junc 14 3.2 2.117 2.12 48.1 471.38 44.9 440.02

Junc 17 3.2 0 0 48.1 471.38 44.9 440.02

Junc 13 3.2 2.117 2.12 48.19 472.262 44.99 440.902

Junc 4 3.2 2.117 2.12 48.85 478.73 45.65 447.37

Junc 16 3.2 0 0 49.51 485.198 46.31 453.838

Junc 15 3.2 0 0 49.84 488.432 46.64 457.072

Junc 3 3.2 0 0 49.87 488.726 46.67 457.366

Junc 2 3.2 0 0 49.98 489.804 46.78 458.444