ROYAL OTANI GARDENS VI TORIA · royal otani gardens vi toria cranbourne gardens water treatment...

ROYAL BOTANIC GARDENS VICTORIA

CRANBOURNE GARDENS WATER TREATMENT PLANT

EXPRESSION OF INTEREST SUPPORTING TECHNICAL INFORMATION


CRANBOURNE GARDENS WATER TREATMENT PLANT EXPRESSION OF INTEREST SUPPORTING TECHNICAL

INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C

COMMERCIAL-IN-CONFIDENCE

WWW.PERMEATE.COM.AU

PAGE 2 OF 22

PROPRIETARY AND CONFIDENTIAL INFORMATION

The attached document contains proprietary and confidential information and is submitted under a confidential relationship for the

purpose defined below.

Purpose: The purpose of this report is to detail the technical supporting information for Section 2 – Specification of the Expression of

Interest document.

By accepting this document, the recipient agrees:

(a) the attached document has been prepared for ROYAL BOTANIC GARDENS VICTORIA by Permeate Partners Pty Ltd (ACN 130

112 257) (Permeate Partners) in accordance with the terms of the engagement. No liability is accepted by Permeate Partners

for use of the attached document by any other party;

(b) ownership of copyright and all other intellectual property rights in all of the attached document shall remain vested in

Permeate Partners Pty Ltd (ACN 130 112 257) (Permeate Partners). This includes all rights of redesign, manufacture,

reproduction, use or sale;

(c) the attached document contains confidential information belonging to Permeate Partners;

(d) the recipient will not use (except for the Purpose), authorise the use of, disclose, make copies of, reverse engineer, reproduce

or incorporate in other work or projects the attached document, except with the prior written approval of Permeate

Partners;

(e) the obligations of non-use and non-disclosure stated in paragraph (c) above does not apply to any information that the

recipient can demonstrate is already in the public domain through no fault of the recipient or that is already in the possession

of the recipient and not held by it under any obligation of confidentiality or similar legal restriction. Nothing in this paragraph

affects the rights of Permeate Partners under paragraph (a) above.

(f) references in the above paragraphs to ‘the attached document’ includes any part of it and includes all drawings, designs,

reports, specifications, calculations, concepts, processes and other information within the attached document or provided

in conjunction with the attached document.

PROJECT REFERENCE

Permeate Partners Reference: C17204

ROYAL BOTANIC GARDENS VICTORIA Reference: 18-003

DOCUMENT INFORMATION AND STATUS

Revision Date Comments Author Review Approve

CURRENT

C 20/07/2018 For Submission PBG AC KD

HISTORY

A 4/04/2018 First Draft PBG AC KD

B 22/05/2018 Updated Draft PBG AC KD



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 3 OF 22

TABLE OF CONTENTS

SECTION DESCRIPTION PAGE

1 Background and Introduction 4 1.1 Cranbourne Gardens 4 1.2 Project Overview 4 1.3 Document Purpose 4

2 General Information 5 2.1 Standards 5 2.2 Safety in Design 5 2.3 Location of Equipment 5 2.4 Design Life 5 2.5 Materials of Construction 6 2.6 Sampling and Drain Points 6 2.7 Chemical Storage and Dosing 6 2.8 Electrical 7

2.8.1 Instrumentation 7 2.8.3 Surge protection 7

2.9 Automation and Control Functionality 7 2.9.5 SCADA 8

3 Design Basis 9 3.1 Feed Water Quality 9 3.2 Design Flow Characteristics 10 3.3 Treated Water Requirements 11 3.4 Plant Availability 11 3.5 Treatment Process 11 3.6 General Requirements 13

4 Scope of Work 14 4.1 Work Package #2 Termination Points 15 4.2 Work Package #2 Task Summary 17

Appendix A – Reference Process Flow Diagram (PFD) 18 Appendix B – Piping and Instrumentation Diagram (P&ID) 19 Appendix C – Reference Building General Arrangement Drawing 20 Appendix D – Site Layout Drawings 21 Appendix E – Existing Irrigation Pump Shed 22

LIST OF TABLES

SECTION DESCRIPTION PAGE

Table 1 – Irrigation water maximum specified key parameters 4 Table 2 – Design life of key components 5 Table 3 – Minimum requirements for materials of construction 6 Table 4 – Key Feed water quality parameters as provided by Melbourne Water 9 Table 5 – Design flow characteristics basis summary 10 Table 6 – Additional treated water quality targets 11 Table 7 – Treatment solution process summary 11 Table 8 – Scope of work for different packages 14 Table 9 – Termination points schedule 15



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 4 OF 22

1 BACKGROUND AND INTRODUCTION

1.1 Cranbourne Gardens

Royal Botanic Gardens Victoria (RBGV) at Cranbourne Gardens is one of Victoria’s most precious areas of remnant native bushland and

offers visitors the chance to explore heathlands, wetlands and woodlands on the 363-hectare site. It is recognised as a site of State

significance for flora and fauna conservation, with over 25 species listed as endangered, threatened or at risk of extinction.

Facilities in the bushland include over ten kilometres of walking tracks, six kilometres of cycling tracks, a lookout tower, picturesque

shelters, barbecues and picnic tables. The Australian Garden, completed in October 2012, celebrates the beauty and diversity of

Australian landscapes and flora and features approximately 170,000 plants from 1,700 plant varieties. Complementing the Garden are

a visitor centre, café, gift shop and interpretive displays

1.2 Project Overview

A previous technical review of potential alternative water sources for RBGV identified that the ‘Class A’ water supplied as part of the

Eastern irrigation Scheme (EIS) (formerly TopAq) as the most sustainable long-term alternative water source. The EIS water nutrient

load for both Total Nitrogen (TN) and Total Phosphorous (TP) is higher than the maximum requirements and if used (without further

treatment) as the source of irrigation water may potentially be damaging to the soil and a long term risk to sensitive vegetation.

Consequently, in order to manage this risk, additional treatment of the EIS feed water is required to achieve the key irrigation water

targets as presented in Table 1.

Table 1 – Irrigation water maximum specified key parameters

Parameter Unit Maximum specification

(100’%tile)

Conductivity µS/cm < 750

Total dissolved salt (TDS)1 mg/l < 520

pH -- 6.5 to 7.5

Total nitrogen mg/l as N < 3

Total phosphorous mg/l as P < 1

NOTES:

1. The specified values is assumed from the conductivity based on a typical ratio of 0.7

1.3 Document Purpose

This document provides the following purpose:

Design basis for the Water Treatment Plant (WTP) to be considered in the EOI submission.

Technical requirements for the WTP.

A reference conceptual design has been included to accompany this technical specification including preliminary process and

arrangement drawings. Contractors are encouraged to offer innovative / alternate approaches which:

Improve safety and operation of the facility;

Reduce both capital and / or operating costs;

Improve process flexibility or robustness;

Improve ease of access / maintenance.

.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 5 OF 22

2 GENERAL INFORMATION

The following section outlines the general requirements of the project.

2.1 Standards

All applicable best practice design guidelines and standards are to be referenced, followed, implemented and adhered to where

applicable, which may include, but not be limited to, the following:

Australian Standards

International (ISO) Standards

WSAA Codes

Australian Guidelines as applicable

NSF Certifications for Potable Water

Associated Australian Standards for the safe use and storage of chemicals

2.2 Safety in Design

Safety issues must be considered and addressed in the design, in particular:

a) All equipment must comply with the more stringent requirements of:

i. Relevant Regulations;

ii. Australian Standards;

iii. Industry Code of Practice and Guidelines; and

iv. Industry best practice for water infrastructure in Australia.

b) The equipment and plant layout shall be designed such that it can be operated and maintained in a safe and ergonomic

manner.

a) All equipment must be provided with isolation devices to enable it to be removed from service in a safe and practical

manner.

b) All mechanical equipment is to be fitted with an emergency stop (e-stop) button in a prominent, adjacent, and easy to

reach location and clearly labelled with the equipment description / tag number.

c) Guarding is to be provided where necessary to prevent access to moving parts during operation.

d) Interlocks shall be provided where necessary to protect personnel and / or equipment.

e) All equipment is to be designed for fail-safe operation.

2.3 Location of Equipment

All equipment, including valves, instruments, fittings, etc., must be easily accessible (i.e. between floor level and 1.2 m above floor

level) without the need for specialist access equipment (i.e. ladders, elevated work platforms, etc.).

2.4 Design Life

Table 2 summarises the compulsory design life required for key components. The design life for items that do not fall in one of the

categories below is to meet or exceed best practice for the water industry in Australia, including reference to all relevant Australian

Standards, WSAA Codes, NSF/ANSI requirements, Australian Drinking Water Guidelines and all other relevant regulations and

guidelines.

Table 2 – Design life of key components

Component Design Life (years)

Concrete structures >40

Buildings >40



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 6 OF 22

Component Design Life (years)

Tanks (including roof) >25

Pond liner >25

Pipework, fittings and valves >20

Protective coatings >15

Pumps >15

Electrical and control >15

Instruments >10

2.5 Materials of Construction

Table 3 summarises the minimum requirements for materials of construction. The materials of construction for items that do not fall

in one of the categories below is to meet or exceed best practice for the water industry in Australia, including reference to all

relevant Australian Standards, WSAA Codes, NSF/ANSI requirements, Australian Drinking Water Guidelines and all other relevant

regulations and guidelines.

Table 3 – Minimum requirements for materials of construction

Area Material

All wetted components PVC, PE100 or 316 stainless steel

Fasteners Hot dipped galvanised or 316 stainless steel

Steel tanks Colorbond steel with liner for treated water.

Steel frames and supports Hot dipped galvanised or 316 stainless steel

Plastic tanks HDPE

Chemical systems As per Australian Standards and manufacturer’s recommendations

Control panels 316 stainless steel

Thread protection Grease, denso tape or nickel based antiseize shall be applied to all threads in accordance with industry best practice.

NOTES:

Please note painted mild steel or zinc plated steel is not acceptable.

2.6 Sampling and Drain Points

The plant shall be designed with sufficient drainage and sampling points. Sampling points are to be easily accessible and located on

all major process streams. Drain points in pipework should be designed to facilitate removal of equipment with minimal spillage.

Temporary hoses may be used to direct liquid from drain points to permanent drains.

2.7 Chemical Storage and Dosing

Chemical dosing systems for the WTP are to be selected by the Contractor to ensure the compliance with the process requirements

whilst minimising operating costs; also considering the chemical availability and supply options for the region. All chemical storage

to be sized for 30 days storage based on design capacity, with an additional 20% spare capacity to allow refill.

All chemical shall be bunded as per the requirements of the associated Australian Standards for the safe use and storage of

chemicals, hazardous chemical and other chemicals, and the appropriate safety equipment must be installed and functional prior to

the delivery of chemicals to site. Chemicals shall be stored in a covered area.

Appropriate spill stations, eyewashes and safety showers must be supplied in accordance with the required Australian Standards for

the storage and use of chemicals.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 7 OF 22

2.8 Electrical

All electrical installations must comply with AS/NZS 3000. All electrical control and instrumentation must operate on extra low

voltage (24 VDC) unless specifically approved by the Principal. All electrical enclosures are to be rated to IP 56 as a minimum.

In order to minimise plant downtime, there a number of key areas with respect to electrical hardware that should be considered.

2.8.1 Instrumentation

All instrumentation is to be provided with a local display and connected to the PLC / SCADA. Furthermore:

a) All instruments to be 24VDC

b) All instrumentation to be easily accessible for both maintenance and to read/adjust the display.

c) All instrumentation to be installed as required by the manufacturer (e.g. all flow meters must allow for appropriate straight

pipe lengths before and after the meter).

d) All instrumentation must have a suitable cover to protect the display screen from UV exposure as well as to allow ease of

reading.

e) All pumped fluids shall have backup flow switch protection in addition to flow meter monitoring

Good quality instrumentation such as E&H or Hach should be installed to minimise faults and downtime.

2.8.2 Soft starters

All non VSD drives larger than 7.5kW must be fitted with a soft starter. Each soft starter shall have,

1. Inbuilt thermal overload

2. Adjustable current ramp rates

3. RUN and FAULT output contact signals to the PLC

4. Contactor bypass

2.8.3 Surge protection

Lightning and surge protections shall be provided to all instruments and equipment that could be potentially damaged by voltage

spikes.

2.9 Automation and Control Functionality

The plant shall be controlled by a master PLC which will provide the required monitoring and control signals to the plant equipment.

Given that the system will largely operate unattended, it is imperative that it identifies equipment faults and alarms in the system to

provide equipment protection.

2.9.1 Sequencing control

An automated sequence is a series of programmed steps that are executed by the required process equipment. The PLC will control

and monitor the pre-determined energising/de-energising of each piece of equipment based on the programmed sequence logic.

The system will ensure that no automated sequence proceeds under the following conditions:

a) Any of the process equipment required is in fault or unavailable.

b) Any of the process equipment required is not in auto (where duty/standby equipment is available, at least one must be in

auto).

c) The process is not initiated by the PLC or manually by the operator.

In the event that the sequence is unable to proceed, a process sequence alarm will be generated in the alarm banner or the SCADA

terminal specifying the reason for the sequence failure. The respective sequence will be aborted and the associated sub system will

be placed into “shutdown” or “fault”.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 8 OF 22

2.9.2 Fault discrepancy logic

Fault discrepancy logic is required for each drive/machinery item to ensure that all process equipment operates in accordance with

the control logic. This logic is initiated upon request of the said equipment to start/stop or open/close. If appropriate feedback is not

received within a pre-determined time frame, the PLC will output FAILED, e.g. “P301 pump failed to start”.

2.9.3 Power failure

In the event of a power failure, the plant will cease to operate. Upon restoration of mains power, the PLC’s must restart all process

sequences automatically without operator intervention. An alarm must be generated in the SCADA alarm banner for power failures.

2.9.4 Alarms

All analogue inputs from the field will require High High and Low Low alarms as well as High and Low warnings. These alarms shall be

operator adjustable and can be accessed by clicking on the respective analogue signal on the SCADA. High/Low warnings should act

as an advisory, indicating to the operator that the given process value is nearing its respective alarm level. HighHigh/LowLow alarms

will typically shutdown the respective process they are associated with. The shutdown of any process due to alarm or equipment

failure/faults should generate a separate shutdown alarm. When configuring alarms the system will ensure that:

a) Analogue alarm/warning setpoints are not written to by any other functions in the PLC code other than the respective

analogue pop up.

b) Alarms are to latch in the PLC, only resettable by operator.

c) Warnings are not required to latch and can self-reset upon returning below the specified High or Low setpoint.

2.9.5 SCADA

The SCADA system will display control, data logging, indicating, alarming and reporting of the plants PLC control system,

communication system and other systems associated with the plant in accordance with industry best practice. The SCADA layout

should include mimic pages that follow a logical process sequence. The screens shall be easily viewed with text and data easy to

read.

The preference will be that trending shall be configured to allow for historical trending of all key process performance parameters

for 12 months. All flow rates shall have totalisers for the following time instances,

a) Today.

b) Yesterday.

c) This month.

d) Previous month.

e) Cumulative total.

The Contractor shall supply an SMS paging service either hardware or software based that will alert the required persons under the

following conditions:

a) Process Area Shutdown alarms; and

b) Critical Control Point alarm.

Each sub system of the plant shall have its own display page on the plant SCADA. The system will ensure that each sub system (each

train) has its own pop up which will display the following,

a) Sub system setpoints and control values (all setpoints must have appropriate engineering limits set to avoid setpoints being

entered outside the allowable limit)

b) Enable/Disable selection by the operator, this selection must not be written to by any other function in the PLC code.

c) Permissive/interlock display, indicating the state of all permissive’s required for the sequence to proceed.

d) Ready/Not ready indication.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 9 OF 22

3 DESIGN BASIS

The following section outlines the design basis for the WTP.

3.1 Feed Water Quality

The EIS water is ultimately supplied by Melbourne Water. Table 4 provides a summary of the EIS water quality based on the

information provided by Melbourne Water.

Table 4 – Key Feed water quality parameters as provided by Melbourne Water

Parameter Units Max Min Average

Alkalinity mg/L 86 40 56.67

Aluminium mg/L 0.13 0.05 0.07

Ammonia (Ammonia as N) mg/L 0.2 0.1 0.10

Barium mg/L 0.005 0.003 0.00

Biochemical Oxygen Demand mg/L 4 2 2.29

Boron mg/L 0.13 0.06 0.10

Calcium mg/L 23 16 18.60

Chloride mg/L 180 120 157.50

Chromium mg/L 0.045 0.002 0.01

Coliphage somatic ORGC 1 1 1.00

Copper mg/L 0.016 0.007 0.01

Cryptosporidium oocyst/50L 68 2 18.50

E. coli (Colilert) orgs/100mL 1 0 0.04

Electrical Conductivity – Field uS/cm 950 670 848.89

Electrical Conductivity – Lab uS/cm 900 880 886.67

Enterococci ORGC 5 0 0.10

Fluoride mg/L 0.87 0.64 0.77

Giardia CY/L 2 2 2.00

Iron (Dissolved) mg/L 0.11 0.04 0.07

Lead mg/L 0.001 0.001 0.00

Lithium mg/L 0.02 0.02 0.02

Magnesium mg/L 13 8.3 11.05

Manganese (Dissolved) mg/L 0.006 0.001 0.00

Nitrate mg/L 23 8.6 14.04

Nitrate plus Nitrite mg/L 23 8.6 14.04

Nitrite mg/L 0.03 0.01 0.01

Nitrogen (total) (TCN) mg/L 25 11 15.76

OIL & GREASE – liquid mg/L 5 5 5.00

pH – Lab pH Units 7.3 6.3 6.87

Potassium mg/L 37 18 28.33

SAR meq/L 5.4 4.3 4.96

Sodium mg/L 120 85 109.36

Strontium mg/L 0.09 0.079 0.08



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 10 OF 22

Parameter Units Max Min Average

Sulphate mg/L 74 48 59.67

Suspended Solids mg/L 3 1 1.37

Total Dissolved Solids mg/L 520 380 456.40

Total Kjeldahl Nitrogen as N mg/L 2.5 0.8 1.71

Total Organic Nitrogen mg/L 2.5 0.8 1.70

Total PAH's mg/L 0.001 0.001 0.00

Total Phosphorus as P mg/L 8.8 3.1 6.40

True Colour Pt/Co 18 4 9.35

Turbidity – Lab NTU 1.3 0.1 0.61

The plant design to allow for the range of water qualities as presented, ensuring there is minimal change in plant performance even

at the maximum feed water qualities.

If required, the EOI submission to indicate any additional water quality parameters required that may influence the final design,

including the justification.

3.2 Design Flow Characteristics

The WTP is designed for a capacity of 250 kL/day product water. The design will take into account the allowance for a 5% blending in

the treated water, with the RO capacity adjusted accordingly to accommodate this. This recycle ratio is based on achieving the limiting

nutrient specification. The design will, however, allow for up to 30% blending to accommodate scenarios where the nutrient target

can be relaxed. Under this scenario the WTP will be able to produce 310 kL/day of treated water. It is proposed that the EIS transfer

pipeline is designed for 6 L/s to accommodate/offset short disruptions in supply as well as to cater for future potential scenarios.

Table 5 provides a summary of the recommended design basis for the key process components.

Table 5 – Design flow characteristics basis summary

Parameter Units Value Comment

EIS transfer line to WTP L/s 6 EIS transfer pumps and supply line to be sized for 6L/s to

offset times when there is a brief interruption in supply.

WTP Treated Water Capacity

(including blending) kL/day 250

The design to allow for a maximum treated water transfer

of up to 320 kL/day to the irrigation storage to

accommodate the higher blending ratio for the relaxed

nutrient scenario (this may be accommodated by

operating the proposed WTP Treated Water standby

pump).

RO recovery % 80

Plant design water balance and equipment sizing based on

80% RO recovery, however RO design to allow it to

operate up to 85% recovery, which will provide some

efficiency and capacity improvements.

Blending ratio % Up to 30% of

RO permeate

Under normal conditions the blending ratio will be 5 to

10% of the RO permeate, however design to allow

blending up to 30% of the RO permeate to accommodate

scenarios where the nutrient target can be relaxed.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 11 OF 22

Parameter Units Value Comment

Media filter kL/day 330 kL/day

The pre-treatment Media filters to be configured as two

filters in a 2 x 100% arrangement under design conditions.

Under higher blend ratios the filters will operate in parallel

to achieve the increased flow.

Irrigation pumps L/s

42 L/s @ 600

kPa discharge

pressure

The irrigation pumps to be configured as two duty pumps

achieving the design capacity, with a third standby pump

of the same design capacity as a single pump.

3.3 Treated Water Requirements

The required treated water quality (irrigation water) are provided in Table 1, with the following additional requirements as

presented in Table 6:

Table 6 – Additional treated water quality targets

Parameter Unit Specification (100’%tile)

Free Chlorine 1, 2 mg/l 0.3 to 1.0

Langelier Saturation Index (LSI) 2 -- -1.0 to -0.5

Calcium Carbonate Precipitation Potential (CCPP) 2 -- -5.0 to -1.0

NOTES:

1. A free chlorine residual is to be maintained within the irrigation storage tank.

2. Measured at the outlet of the Irrigation tank

3.4 Plant Availability

The design will have potable top-up to the new irrigation tank, which ensures a high level of availability in terms of irrigation supply.

The following approach is proposed in terms of equipment availability with respect to the WTP equipment:

Due to the potential time required for replacement and the location of the site, it is proposed to include a duty/standby

configuration for the EIS Transfer Pumps (to be supplied by others – refer Section 3).

All process critical equipment to have installed redundancy or shelf spares unless considered to be a low risk.

o Where only duty pumps are installed, space to be allowed for an additional pump to be installed in the future.

Non-process critical equipment to either carry shelf spares and/or critical spares or ensure that equipment change-

over/restoration can be completed with a 48 hour period to minimise downtime.

General approach is for the plan to have a 95% availability based on peak production period.

3.5 Treatment Process

The treatment process is to consist of a reverse osmosis process with associated pre-treatment and post-treatment infrastructure to

provide water at a suitable quantity and at a suitable quality as per Section 3.3. The process design summary is provided in Table 7

with the PFD provided in Appendix A and the P&IDs in Appendix B.

Table 7 – Treatment solution process summary

Unit operation Purpose / Comment

EIS Transfer Pump Station

Extraction from the EIS distribution pipe line is required to be via gravity. Consequently the design has allowed for a transfer pump station to be installed alongside the EIS extraction point to pump the water to the WTP. The pump station will be located within the Cranbourne Racecourse grounds.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 12 OF 22


Design, Supply and Installation of the pump station is by others (including piping to WTP), however WTP contractor to design, supply and install communication and control requirements with the pump station.

FROM HERE ONWARDS PART OF WTP CONTRACTOR SCOPE AND INCLUDED IN THIS EOI SCOPE

Feed Tank Used as a feed balance tank to ensure a reliable continuous supply to the WTP.

Media filtration

Provides pre-treatment for the RO. Filer media (e.g. sand) or similar is used to trap suspended solids within the media. The RO operation and performance is extremely sensitive to any suspended solids within the water. The requirement for this process step will be determined during detailed design with the potential of more advanced pre-treatment required before the RO.

Reverse Osmosis (RO)

Salt and nutrients will be reduced via an RO unit or similar to acceptable levels for irrigation. Reverse osmosis is a mechanical method of reversing the natural osmosis process in order to remove dissolved minerals, salts, organic molecules and other contaminants. Water from the concentrated (feed) solution is forced through semi-permeable membranes into a more dilute solution (permeate). In order to accomplish this flow reversal, a high pressure pump is used to increase the feed pressure in excess of the osmotic pressure.

Bypass / blending

This will be used to control the nutrient level within the final treated water as well as providing additional capacity without requiring all the water to be processed by the RO. Typically RO direct water is corrosive (low dissolved salt content), with the blending also allowing the final water quality to be stabilised (partial) for distribution.

Calcite Filters Calcite filters are proposed to manage the corrosion potential of the water and partially return some hardness and alkalinity into the water.

Brine disposal storage tank To manage the load on the sewer network, the waste water will be transferred to the existing sewage pump station at the Northern end of the car park. Brine will be stored through the day and discharged at night (i.e. from 12pm to 4am).

Chemical dosing systems

Scaling of RO membranes may occur when sparingly soluble salts are concentrated within the elements beyond their solubility limit. To minimise scaling, the feed to the RO is dosed with an antiscalant to limit the precipitation of problematic compounds. Antiscalants are surface active materials that interfere with precipitation reactions.

Polyamide-based RO membranes are subject to damage upon exposure to chlorine or other oxidising agents. Sodium Bisulphite (SBS) is a commonly used chemical reducing agent that destroys chlorine. SBS will be dosed in the feed to de-chlorinate the feed before the RO (NOTE: the Class A water will have a residual free chlorine level requiring neutralisation).

Biocide will be dosed to limit the biological fouling potential of the water, for both pipes and process equipment.

With the water sourced from wastewater, alternative option to be considered for chloramine dosing (or only free chlorine) to limit biological fouling of the RO membranes.

A stabilisation pH correction and/or corrosion inhibitor is recommended for further stabilisation of the treated water, after the calcite filters, provided there is no impact on the treated water quality for irrigation.

Sodium hypochlorite dosing is required to maintain a residual level of disinfection in the water to minimise any biological re-growth within the storage as well as the distribution network.

FROM HERE ONWARDS EXCLUDED FROM WTP CONTRACTOR SCOPE AND NOT PART OF THIS EOI SCOPE

Irrigation day tank Provides a buffer feed to the new irrigation pumps. This allows for maintenance activities within the treatment plant by buffering the



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 13 OF 22


instantaneous irrigation demand. The water is pumped to the new irrigation tank from the WTP and supplies feed to the new irrigation pumps.

NOTE: Although the tank will be supplied BY OTHERS, it will be the

contractors responsibility for the following:

Supply pipeline to tank.

Connection of potable top-up to tank, including all backflow

prevention requirements.

Supply of chlorine dosing system for hypochlorite recirculation

loop.

Design, supply and installation (including connection) of new

irrigation pumps located within the new building).

Control communication with the tank and associated systems.

3.6 General Requirements

A purpose-built new building (shed based design) is to be constructed for the Water Treatment Plant BY OTHERS. All WTP

equipment (excluding storage tanks) is to be inside the building, with a proposed foot print of 12m x 18m.

The reference building general arrangement (GA) is provided in Appendix C.

The overall site layout is provided in Appendix D.

Although the building is BY OTHERS, the contractor is to:

Advise the client if a larger footprint is required.

Take on all responsibility for site and building permits if a larger footprint is required.

Under all scenarios, provide the civil design of the floor plan, including pump/equipment plinths, drains, sumps (including

external to the building) and any required below slab conduits/piping.

.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 14 OF 22

4 SCOPE OF WORK

The following Table 8 outlines the scope of work for the project, which is separated into four distinct Work Packages.

Table 8 – Scope of work for different packages

Description / Scope Inclusions / Termination points

Below ground EIS extraction point

Flange provided by Trility. BY OTHERS

Package #1 (WP1): EIS to Cranbourne Gardens (CG)

Connection to EIS supply flange.

Pump station at Cranbourne Training Complex (CTC).

Power supply at CTC from provided connection point.

Instrumentation installation (instrumentation issued as part of Package #2).

CTC transfer pumps.

Discharge pipeline from CTC to CG nominated connection point on new WTP site (within 1m of feed tank).

Sewer discharge line from nominated point on new WTP site to proposed sewer connection point.

Design, construct, and commission.

Civil and structural works (where applicable).

Electrical, instrumentation and control.

Power to pumps and instrumentation.

Supply and installation of mechanical equipment.

TP#1: Inlet connection from EIS termination point

TP#2: Design, supply and install of all pipework to within 1m of inlet flange connection of feed tank in Package #2.

TP#3: Design, supply and install of all pipework from within 1m of discharge flange connection of waste transfer pump from Package #2.

PACKAGE #2 (WP2): Water Treatment Plant

THIS EOI18/003

(includes power, telemetry, potable water and other connections):

WTP, using provided building footprint.

Provide instrument for extraction pump station to be installed by Package #1 contractor (to ensure common equipment).

All feed and intermediate storage tanks (as required), including waste tank.

All connections to new 500kL irrigation tank (supplied BY OTHERS).

Irrigation tank chlorine dosing recirculation loop.

New irrigation supply pumps.

Potable top-up to new irrigation tank.

Irrigation supply to existing irrigation main.

Control, including integration of CTC pump station, irrigation tank, chlorine dosing loop and irrigation pumps (including hardware, software and equipment requirements at the remote sites).

MCC and DB for connection within 1m of pump shed.

Design, construct, and commission of all aspects associated with the WTP as part of this scope.

Design (including drawings) of the building slab along with any hard stand requirements around the building for the storage tanks.

Design, construct, and commission plant sump.

TP#2: Design, supply and install connection from incoming EIS supply line provided by Package #1 to feed tank.

TP#4: Design, supply and installation of all pipework to connect to nominated inlet flange on new irrigation tank.

TP#3:1m from discharge of waste transfer pump to connect to Package #1.

TP#5: Design, supply and install connection from nominated outlet flange from new irrigation tank to new irrigation pumps.

TP#6: Design, supply, install and commission new potable water offtake connection into existing potable water supply connection to existing irrigation pumps within existing irrigation pump shed.

TP#7: Design, supply and install connection of potable water supply to nominated irrigation tank inlet flange, along with required backflow prevention and air gap.

TP#E2: Incoming electrical supply within 1m of WTP building. Electrical load to be specified by contractor.

Commissioning and water testing of new irrigation tank.

TP#8: Flange connection on irrigation tank for chlorine recirculation loop.

TP#9: Design, construct, and commission a chlorine dosing loop.

TP#10: Design, supply, install and commission new irrigation water supply line from discharge of new irrigation pumps to connect to existing irrigation supply line within existing pump



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 15 OF 22

Description / Scope Inclusions / Termination points

shed; including the disconnection of the existing irrigation supply line from the existing irrigation pumps.

TP#11: Flange connection on irrigation tank for filter backwash pump suction.

PACKAGE #3 (WP3): Treatment Shed

RBGV to:

Specify shed footprint

Tender and purchase shed

Obtain planning permit

Obtain building permit

Manage building installation including slab

WTP Contractor:

Design the plant to fit within the building footprint and to handle all costs if changes required.

Provide building slab design (drains plinths etc) during detail design which will be used for the building construction.

Design and construction of treatment building.

PACKAGE #4 (WP4): Irrigation tank (500 KL).

Separate package, with specification included penetration requirements.

WTP contractor to provide tank penetration requirements, including size, location and flange requirements.

Design and construction of irrigation tank.

4.1 Work Package #2 Termination Points

The following table provides a summary of the proposed termination points (as detailed in Table 8) for Work Package #2.

Table 9 – Termination points schedule

Termination Point # Element Details / Interface

TP#2 EIS supply line to WTP

WP1 / WP2 interface.

Within 1m on ground level of WTP feed

tank.

TP#3 Waste discharge line WP2 / WP2 interface.

Within 1 m of waste transfer pump.

TP#4 Treated water supply


Connection of treated water from WTP

to inlet flange of new irrigation tank.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 16 OF 22


TP#5 Irrigation pump suction


Connection from new irrigation tank

outlet flange for suction of new irrigation

pumps.

TP#6 Potable water supply

Existing / WP2 interface.

Connection from potable water supply

within existing irrigation pump shed to

new potable supply line to WTP.

Refer to Appendix D for in-gardens

pipeline route and Appendix E for

existing pump shed.

TP#7 Potable top-up connection


Connection of new potable top-up line to

inlet flange on new irrigation tank

connection (with required air gap

requirement).

TP#8 Chlorine loop supply


Chlorine loop suction line from new

irrigation tank outlet connection.

TP#9 Chlorine loop return


Chlorine loop return to new irrigation

tank inlet connection (option to return

directly into treated water supply line).

TP#10 Irrigation water distribution

WP2 / Existing

Irrigation water supply line from

discharge of new irrigation pumps to

existing irrigation main distribution line

within existing irrigation pump shed.

Pipe to follow same pipe trench as

potable water supply with required

separation distance.

Refer to Appendix D for in-gardens

pipeline route and Appendix E for

existing pump shed.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 17 OF 22


TP#11 Filter backwash supply

WP4/WP2

Media filter backwash pump suction line

from new irrigation tank outlet.

(This may be the same suction as the

irrigation pumps, provided correct

capacity and suction pressures are

maintained)

4.2 Work Package #2 Task Summary

Work Package 2, which is the scope as part of this EOI) shall include (but not be limited to), the following main work tasks to be

executed:

EIS Transfer Pump station:

o Supply of instrumentation

o Radio and/or mobile internet communications connection to the Water Treatment Plant.

Feed storage

o 45 kL feed storage tank or as required to balance flow between supply and plant feed.

o Biocide or hypo dosing to minimise risk of biological growth/fouling. Chloramine dosing may also be considered.

Pre-Treatment Infrastructure which may include:

o 2 x 100% Multimedia filter pumps sized as per Section 3.2.

o 2 x Multi-media filters sized as per Section 3.2.

o 1 x Filter backwash pump.

o Blend flow/quality control.

RO plant which may include:

o Cartridge filtration.

o RO HP Pump.

o RO Trains sized as per Section 3.2 to meet the maximum specified recovery and design capacity

o CIP System, including allowance for permeate flush at shutdown.

o 1 x CIP/Flush tank.

o 1 x CIP/Flush pump.

o Antiscalant dosing system.

o SBS dosing system.

Post-Treatment Infrastructure may include:

o Calcite filters or as required to meet specifications in Section 3.3.

o Stabilisation dosing system (typically caustic) or as required to meet specifications in Section 3.3.

o Sodium hypochlorite dosing to maintain residual in supply to irrigation storage.

Irrigation storage may include:

o Sodium hypochlorite dosing recirculation loop to maintain fee chlorine residual within irrigation storage tank as

per specifications in Section 3.3.

o Potable top-up as per in-gardens pipeline route in Appendix D.

o Relocation of RBGV potable supply connection.

o New irrigation supply pumps sized as per Section 3.2.

o Irrigation water supply line as per in-gardens pipeline route in Appendix D.



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 18 OF 22

APPENDIX A – REFERENCE PROCESS FLOW DIAGRAM (PFD)

ANITSCALANTSBS

FROM EIS PIPELINE

POTABLE WATER

AIT

FEED TANK

HYPOCHLORITE

MEDIA FILTER

FEED PUMP

IRRIGATION TANK

CHLORINE

RECIRCULATION

PUMP

HYPOCHLORITE

CALCITE FILTER

DOSING

STABILISATION

FILTER BACKWASH

PUMP

MEDIA FILTER 1

MEDIA FILTER 2

WASTE TANK

BACKWASH WASTE

BLEND

CARTRIDGE

FILTER

TO SEWER

AIT

AIT

CIP WASTE

AIT

CIP / FLUSH

PUMP

ROC

CIP / FLUSH

TANK

IRRIGATION

VENDOR

CIP

HEATER RO

P

AIT

1

NOTES:

QUALITY CONTROL POINTS.

1

1

1

1

1

1

AIT

1

RO

HP PUMP

2

2

OPTIONAL, OPTION FOR BIOCIDE DOSING.

WASTE TRANSFER

PUMP

IRRIGATION PUMPS

HYPOCHLORITE

RO UNIT

AIT

TP

02

TP

11

TP

04TP

08

TP

07

TP

03

TP

05

TP

08

WATER TREATMENT PLANT

SYN 20/11/17DE 2011/17

NTS

PROCESS FLOW DIAGRAM

A 20/11/17 SYN DE INITIAL ISSUE

SCALE

PERMEATE PROJECT # PERMEATE DRAWING #

CLIENT PROJECT # CLIENT DRAWING #

SHEET

A3

Date

Design Drafting

Date

C17204 C17204-P-100

S:\Shared\Internal\Production\Permeate Partners\Royal Botanic Garden-Cranbourne WTP\Working Files\PFD\C17204-P-100.dwg

This document is and shall remain

the property of Permeate Partners

Pty Ltd. The document may only be

used for the purpose for which it

was commissioned in accordance

with the terms of engagement for

the commission. Unauthorised use

of this document in any form is

strictly prohibited. © Permeate

Partners Pty Ltd 2018. All rights

reserved.

PROJECT:

CLIENT

NO. DATE DRAFTER DESIGN MGMT DESCRIPTION

NAME :

P: 1300 799 155

E : [email protected]

W : www.permeate.com.au

NEWCASTLE, SYDNEY, MELBOURNE, PERTH

PERMEATEP A R T N E R S

COPYRIGHT


CRANBOURNE WTP

B 05/04/18 SYN PG ISSUED FOR REVIEW

C 23/05/18 SYN PG ISSUED FOR EOI

AutoCAD SHX Text

COND.

AutoCAD SHX Text

pH

AutoCAD SHX Text

TURB

AutoCAD SHX Text

TURB

AutoCAD SHX Text

pH

AutoCAD SHX Text

TDS

AutoCAD SHX Text

COND.

AutoCAD SHX Text

FREE

AutoCAD SHX Text

Cl

AutoCAD SHX Text

pH

AutoCAD SHX Text

COND.

AutoCAD SHX Text

COND.

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 19 OF 22

APPENDIX B – PIPING AND INSTRUMENTATION DIAGRAM (P&ID)

EQUIPMENT

VERTICAL IN-LINE PUMP

SUBMERSIBLE PUMP

METERING DOSING PUMP

CENTRIFUGAL PUMP

DIAPHRAGM PUMP

GEAR PUMP

POSITIVE DISPLACEMENT

(ROTARY LOBE)

COMPRESSED AIR DRYER

AIR COMPRESSOR

CENTRIFUGAL BLOWER

FINE BUBBLE

DIFUSERS

COARSE AIR DIFFUSER

IN-LINE MOTIONLESS MIXER

STRAINER, FILTER OR COALESCER

AIR FILTER/SILENCER

SUBMERSIBLE MIXERM

CALIBRATION COLUMN

CARTRIDGE FILTER

RO UNIT

M

FINE SCREEN

STRAINER - IN TANK

PRESSURE DIAPHRAGM SEAL

Y-STRAINER

PULSATION DAMPENER

UV DISINFECTION UNIT

M

MACERATOR

M

PACKAGED ODOUR

CONTROL SYSTEM

MF UNIT

MEMBRANE MODULE

VALVES & ACTUATORS

AIR RELIEF VALVE (ARV)

COMBINATION AIR VALVE (AVRV)

BALL CHECK VALVE (BCV)

BUTTERFLY VALVE (BFV)

BACK PRESSURE CONTROL VALVE (PCV)

SOLENOID VALVE (SV)

BALL VALVE (BV) **

PLUG VALVE (PV)

VENTED PLUG VALVE (PV)

CHECK VALVE (CV)

KNIFE GATE VALVE (KGV)

FLANGED DIAPHRAGM VALVE (DV)

DIAPHRAGM VALVE (DV)

FLOAT VALVE (FV)

GLOBE VALVE (GLV)

GATE VALVE (GV)

3 WAY VALVE (MPV)

NEEDLE VALVE (NV)

PRESSURE CONTROL VALVE (PCV)

4 WAY VALVE (MPV)

PRESSURE RELIEF VALVE (PRV)

SWING CHECK VALVE (SCV)

CYLINDER ACTUATOR

DIAPHRAGM ACTUATOR

ELECTRO HYDRAULIC ACTUATOR

ELECTRO PNEUMATIC ACTUATOR

MANUAL ACTUATOR

MOTOR ACTUATOR

SOLENOID ACTUATOR

POSITIVE DISPLACEMENT FLOW METER

NORMAL LIQUID LEVEL

MAGNETIC FLOW METER

ULTRASONIC LEVEL SENSOR

ROTAMETER WITH INTEGRAL

NEEDLE VALVE

ROTAMETER

FI

FI

RUPTURE DISC

BACK FLOW PREVENTER

PROCESS FLOW ABBREVIATIONS

AC COMPRESSED AIR

ACID ACID

AD DIGESTER AIR

AP PROCESS AIR

AR AIR RECEIVER

AS SCOUR AIR

BD BIOLOGICAL TANK DRAIN

BW BACKWASH SUPPLY

C CENTRATE

CAD COMPRESSED AIR DRYER

CF COALESCING FILTER

CH CHEMICAL FROM DRUM

CIP CLEAN IN PLACE

CIT CITRIC ACID

COAG COAGULENT

CS / CR CLEANING SUPPLY / CLEANING RETURN

D DRAIN

DS DIGESTED SLUDGE

DWS DEWATERED SLUDGE

FA FOUL AIR

FD FLOOR DRAIN

FI FILTRATE

HYPO SODIUM HYPOCHLORITE

MD MEMBRANE TANK DRAIN

MFE MF FILTRATE

MLF MIXED LIQUOR FEED

MLR MIXED LIQUOR RETURN

OF OVERFLOW

PLW PLANT WASTE

PO POLYMER

PTW POST TREATED WATER

RAS RETURN ACTIVATED SLUDGE

RS RAW SEWAGE

RW RECYCLE WATER

SCE SCREENED EFFLUENT

SH SODIUM HYDROXIDE

SOF FINE SCREENS OVERFLOW

SP SAMPLE

UV UV EFFLUENT

WAS WASTE ACTIVATED SLUDGE

PROCESS NOMENCLATURE

MF MEMBRANE FILTRATION

OIT OPERATOR INTERFACE TERMINAL

PC PNEUMATIC CONTROLLER

RO REVERSE OSMOSIS

RTU REMOTE TERMINAL UNIT

RIO REMOTE I/O

UF ULTRA FILTRATION

EQUIPMENT / FUNCTIONAL

IDENTIFICATION

ACMP AIR COMPRESSOR

BWR BLOWER

C CENTRIFUGE

CAD COMPRESSED AIR DRYER

CC CALIBRATION COLUMN

CMP COMPRESSOR

EDR EDUCTOR

F FILTER

FCV FLOW CONTROL VALVE

GDD GRAVITY DRAINAGE DECK

GRDR MACERATOR

M MECHANICAL EQUIPMENT

MP METERING PUMP

MX MIXER

P PUMP

PD PULSATION DAMPENER

PDS PRESSURE DIAPHRAGM SEAL

PPS POLYMER PREPARATION SYSTEM

S SUMP

SAM SUBMERSIBLE AERATOR MIXER

SCR SCREENS

SIL SILENCER

STR STRAINER

T TANK

VSD VARIABLE SPEED DRIVE

RO RO UNIT

MF MEDIA FILTER

CF COALESCING FILTER

= FAIL OPEN (FO)

= FAIL CLOSED (FC)

NOTE: DIRECTIONAL ARROW ON VALVE ACTUATOR

INDICATES FAILURE POSITION

** OPTIONAL VALVE DESIGNATION:

NC = NORMALLY CLOSED

NO = NORMALLY OPEN

INSTRUMENT AIR SUPPLY

EXHAUST

IAS

EXH

BV 1

NC

VENT

DRAIN

EDUCTOR

FLEXIBLE HOSE

REDUCER

EXPANSION JOINT

FLANGED CONNECTION

HOSE CONNECTION

QUICK CONNECT, CAMLOCK TYPE (QC)

PIPE MATERIAL CODES

C20 SCHEDULE 40 CARPENTER 20 ALLOY PIPE

CMLS CEMENT MORTAR LINED STEEL PIPE

CPVC SCHEDULE 80 CPVC PIPE

CS CAST IRON SOIL PIPE

CU COPPER TUBING

DI DUCTILE IRON PIPE

FRP 150 PSI PRESSURE CLASS FIBERGLASS REINFORCED PLASTIC PIPE

HDPE 150 PSI PRESSURE CLASS POLYPROPYLENE PIPE

PE POLYETHYLENE PIPE

PVC SCHEDULE 80 PVC PIPE

PVC/D PVC GRAVITY SEWER PIPE

PVDF 230 PSI PRESSURE CLASS PVDF PIPE

RCP REINFORCED CEMENT PIPE

SS TYPE 316/316L STAINLESS STEEL PIPE

SST STAINLESS STEEL TUBING

STL FABRICATED STEEL PIPE

STL/EL EPOXY LINED FABRICATED STEEL PIPE

PIPING SPECIALITY

FEEDBACK EQUIPMENT

T-STRAINER

INJECTION QUILL WITH

CORPORATION STOP

INJECTION QUILL WITH

INTEGRAL CHECK VALVE

HEATING ELEMENT

SECONDARILY

CONTAINED PIPING

BELT FILTER PRESS

MIXER VERTICAL

PROGRESSIVE CAVITY PUMP

AIR RELEASE VALVE (VA)

TREATMENT PROCESS AREA CODES

AREA TREATMENT PROCESS

00 PRETREATMENT

05 TREATED WATER

20 REVERSE OSMOSIS

40 CIP / BACKWASH

60 AIR COMPRESSOR

70 CHEMICAL DOSING

80 IRRIGATION

85 WASTE

SUBMERSIBLE AEREATOR

CENTRIFUGE FILTER

GRAVITY DRAINAGE DECK

ROTAMETER (RO)

M

ELECTRICAL ACTUATOR

E

PROGRESS PRINT

PROCESS AND INSTRUMENTATION DIAGRAM


LEGEND AND ABBREVIATIONS - I

NTS

A 13/12/17 SYN DEINITIAL ISSUE

SYN 13/12/17DE 13/12/17

B 23/05/18 SYN DEISSUED FOR EOI

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-200











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT

ROYAL BOTANIC GARDENS

-

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

H

AutoCAD SHX Text

M

AutoCAD SHX Text

S

AutoCAD SHX Text

M

AutoCAD SHX Text

H

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

S:\Shared\Internal\Production\Permeate Partners\Royal Botanic Garden-Cranbourne WTP\Working Files\C17204-PID-200.dwg

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

INSTRUMENT/DEVICE FUNCTION OR CONTROL DESCRIPTORS

ANALYTICAL DESCRIPTORS

CL2 FREE CHLORINE

COND CONDUCTIVITY

DCL2 DECHLORINATION ANALYZER

DP DIFFERENTIAL PRESSURE

LEAK LEAK DETECTION

NH3 AMMONIA

ORP OXIDATION REDUCTION POTENTIAL

PART PARTICLE COUNTER

pH

HYDROGEN ION CONCENTRATION

TCL2 TOTAL CHLORINE

TEMP TEMPERATURE

TURB TURBIDITY

TDS TOTAL DISSOLVED SOLIDS

SWITCH/DEVICE DESCRIPTORS

AK OR ACK ACKNOWLEDGE

ANN ANNUNCIATOR

ES EMERGENCY STOP

H/O/A HAND-OFF-AUTOMATIC

J/O/R JOG-OFF-REMOTE

L/O/R LOCAL-OFF-REMOTE

LO/S LOCKOUT/STOP

L/R LOCAL/REMOTE

M/A MANUAL-AUTOMATIC

O/C OPEN-CLOSE

O/C/R OPEN-CLOSE-REMOTE

O/O ON-OFF

O/O/A ON-OFF-AUTO

O/O/R ON-OFF-REMOTE

O/S/C OPEN-STOP-CLOSE

PB PUSHBUTTON

POS POSITIONER OR POSITION

POT POTENTIOMETER

SEL SELECTOR

S/S START-STOP

A C14118-P-XXX

XXX

XXXXXX

PAGE CONNECTOR

INDICATES DIRECTION OF FLOW

EQUIPMENT/SYSTEM REFERENCE

PROCESS STREAM

CONTINUATION DRAWING NO.

INTERFACE COORDINATION

ALPHA DESIGNATION: PROCESS LINE CONTINUATION

NUMBER DESIGNATION: CONTROL LINE CONTINUATION

CONNECTOR SHOWS PROCESS FLOW CONTINUES ON

DRAWING C14118-P-XXX AT INTERFACE A

BC14118-P-XXX

XXX

XXXXXX

BI-DIRECTIONAL PAGE CONNECTOR

INDICATES BI-DIRECTIONAL FLOW

EQUIPMENT/SYSTEM REFERENCE

PROCESS STREAM

CONTINUATION DRAWING NO.

INTERFACE COORDINATION

ALPHA DESIGNATION: PROCESS LINE CONTINUATION

NUMBER DESIGNATION: CONTROL LINE CONTINUATION

CONNECTOR SHOWS PROCESS FLOWS TO AND FROM

DRAWING C14118-P-XXX AT INTERFACE B

MAJOR PROCESS PIPING OR FLOW CHANNEL

MINOR PROCESS PIPING OR COMPONENTS

FUTURE PIPING AND COMPONENTS

ARROW INDICATES DIRECTION OF PROCESS FLOW

PROCESS LINES CROSSING (NOT CONNECTED)

AIR PIPING

ELECTRICAL SIGNAL (DISCRETE)

INTEGRAL SYSTEM SIGNAL LINK (SOFTWARE OF DATA LINK)

ANALOG SIGNAL

ARROW INDICATES DIRECTION OF FLOW OF INFORMATION

SIGNAL CONNECTION POINT

PROCESS SYMBOLS

PIPING MATERIAL

( REFER LEGEND AND ABBREVIATIONS - I )

LINE SIZE (DN)

PROCESS FLOW


TREATMENT PROCESS AREA CODE


PIPE LINE NUMBERING

1ST & 2ND DIGIT 3RD DIGIT 4TH & 5TH DIGIT - 6TH DIGIT

05 3 01 - 1

TREATMENT

PROCESS

AREA CODE

SEQUENTIAL

NUMBERING

(00 - 99)

TRAIN NO.

(IF APPLICABLE)

SUB - AREA

0 TANKS

1 MECHANICAL EQUIPMENTS

2 INSTRUMENTS

3 VALVES

4 CONTROLS

5 OTHERS

VALVE TAG SYSTEM

M-05301-1GV-

VALVE TYPE

(REFER VALVES & ACTUATORS IN

LEGEND AND ABBREVIATIONS - I)

VALVE CONTROL

M MANUAL

P PNEUMATIC

E ELECTRIC

S SOLENOID

05102-2 P -

EQUIPMENT TYPE

(REFER EQUIPMENT / FUNCTIONAL IDENTIFICATION

IN LEGEND AND ABBREVIATIONS - I)

EQUIPMENT TAG SYSTEMINSTRUMENT TAG SYSTEM

AND

ADDITIONAL DESIGNATIONS

SUCCEEDING LETTERS

FIRST LETTER(S)

INSTRUMENT IDENTIFICATION

(REFER TABLE - ISA INSTRUMENT

SYMBOLS AND IDENTIFICATION)

NUMBER OF DUPLICATE INDICATORS OR DEVICES

INSTRUMENT FUNCTION OR CONTROL DESCRIPTOR

(REFER INSTRUMENT/DEVICE FUNCTION OR CONTROL

DESCRIPTORS LIST)

PANEL REFERENCE NUMBER

ADDITIONAL FUNCTION DESCRIPTORS

SYSTEM I/O INTERFACE

DIRECTION OF ARROW INDICATES WHETHER IS INPUT OR OUTPUT

LETTERS, TAG NUMBERS, ABBREVIATIONS AND

OTHER ANNOTATIONS ARE SIMILAR TO THE ABOVE

INSTRUMENT TAGGING SYSTEM.

INDICATES PANEL MOUNTED INSTRUMENT

INSTRUMENT TAG

00 - RS - 300 - PVC

ISA INSTRUMENT SYMBOLS AND IDENTIFICATION

FIRST LETTER SUCCEEDING LETTERS

LETTER PROCESS OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER

A ANALYSIS ALARM

B BURNER FLAME

USERS CHOICE (*) USERS CHOICE (*) USERS CHOICE (*)

C CONDUCTIVITY CONTROL CLOSED

D

DENSITY (S.G.)

DIFFERENTIAL

E VOLTAGE PRIMARY ELEMENT

F FLOW RATE RATIO

G GAUGE GLASS GATE

H

HAND (MANUAL)

HIGH/HIGH-HGIH

I CURRENT INDICATE

J POWER SCAN

K TIME OR SCHEDULE CONTROL STATION

L LEVEL

LIGHT (PILOT)

LOW/LOW-LOW

M MOTION MIDDLE

N TORQUE

USERS CHOICE (*) USERS CHOICE (*) USERS CHOICE (*)

O

USERS CHOICE (*)

ORIFICE OPENED

P

PRESSURE (OR VACUUM) POINT (TEST CONNECTION)

QQUANTITY OR EVENT (*)

INTEGRATE INTEGRATE

R RECORD OR PRINT

S SPEED OR FREQUENCY SAFETY SPEED OR FREQUENCY SWITCH

T TEMPERATURE TRANSMIT

U

MULTIVARIABLE (*) MULTIFUNCTION (*)

V VISCOSITY VALVE

W WEIGHT OR FORCE WELL

X

UNCLASSIFIED (*) UNCLASSIFIED (*) UNCLASSIFIED (*) UNCLASSIFIED (*)

Y

USERS CHOICE (*) RELAY OR COMPUTE (*)

Z POSITION

DRIVE, ACTUATE OR UNCLASSIFIED

CONTROL ELEMENT

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-200











reserved.

PROJECT:

CLIENT


1 2 3 4 5 6 7 8

A

B

C

D

E

NAME :

P: 1300 799 155





COPYRIGHT

1 2 3 4 5 6 7 8

A

B

C

D

E


-



LEGEND AND ABBREVIATIONS - II

NTS


SYN 13/12/17DE 13/12/17


PROGRESS PRINT

AutoCAD SHX Text

HH H L LL

AutoCAD SHX Text

S:\Shared\Internal\Production\Permeate Partners\Royal Botanic Garden-Cranbourne WTP\Working Files\C17204-PID-200..dwg

MODEL : TBC

MOTOR : TBC

DUTY : 2X100%

BFV-M-00300

REMOTELY CONTROLLED FROM WTP.

NOTES:

1

BFV-P-00301

(T-00002)

TO WTP FEED TANK

C17204-PID-202A

CV-00303-1

CV-00303-2 BFV-M-00304-2

BFV-M-00304-1

P-00101

EIS TRANSFER PUMP STATION

1

RBGV

TRILITYLOCAL CONTROL

FROM EIS MAIN

TRILITY OFFTAKE

P-00102

ALL ITEMS SHOWN ON THIS DRAWING ARE LOCATED WITHIN THE CRANBOURNE RACECOURSE GROUND.2

AV-E-00302

T-00001


SUPPLY SYSTEM


NTS


SYN 17/01/18DE 17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-201











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

LSL

AutoCAD SHX Text

00201

AutoCAD SHX Text

LSH

AutoCAD SHX Text

00203

AutoCAD SHX Text

LIT

AutoCAD SHX Text

00202

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

00200

AutoCAD SHX Text

M

AutoCAD SHX Text

FS

AutoCAD SHX Text

00204

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

grant

Text Box

ALL WORK BY OTHERS EXCEPT SUPPLY OF INSTRUMENTATION IS PART OF EOI18/003

T-00002

FEED TANK

CAPACITY : 40kL

PUMP(MP70115)

FROM BIOCIDE DOSING

C17204-PID-208B

FROM EIS TRANSFER

C17204-PID-201B

IQ

-70358

BFV-P-00305

BFV-M-00307

BV

-M

-00308

P-00102-2

MEDIA FILTER

FEED PUMPS

MODEL : TBC

MOTOR : TBC

DUTY : 2X100%

CV -00310

MF-00103

MEDIA FILTER

DUTY : 1X100%

DUTY : 1X100%

BFV-M-00311

BV

-M

-00312

BFV-P-00313

MF-00104

MEDIA FILTER

BV

-M

-00314

PRV-00315

BFV-M-00325

BV

-M

-00326

BFV-P-00327

PRV-00328

BFV-P-00316 BFV-M-00317

(T-85001)

TO WASTE TANK

C17204-PID-204B

BFV-P-00330 BFV-M-00331BFV-M-00329

BV

-M

-00332

BFV-P-00320 BFV-M-00321BFV-M-00318

TO RO

C17204-PID-203A

GV

-M

-00322

BFV-P-00323GV-M-00324

BFV-P-00335 BFV-M-00336BFV-M-00333

BF

V-M

-00337

BFV-P-00338BFV-M-00339

PUMP (P-80103)

FROM FILTER BACKWASH

C17204-PID-206C

(T-05001)

TO TREATED WATER TANK

C17204-PID-205B

BFV-M-00340 BFV-P-00341CV -00342

BV

-M

-00306

SP

BV

-M

-00309

BFV-P-00319

BFV-P-00334

FLOW CONTROL BASED ON CONDUCTIVITY BLEND FEEDING PERMEATE TANK.

NOTES:

1

1

ZC

00217

P-00102-1

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-202











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PRETREATMENT


NTS


SYN 17/01/18DE 17/01/18


PROGRESS PRINT

AutoCAD SHX Text

LIT

AutoCAD SHX Text

00209

AutoCAD SHX Text

LSH

AutoCAD SHX Text

00210

AutoCAD SHX Text

VSD

AutoCAD SHX Text

PI

AutoCAD SHX Text

00213

AutoCAD SHX Text

PI

AutoCAD SHX Text

00216

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

00218

AutoCAD SHX Text

LSL

AutoCAD SHX Text

00211

AutoCAD SHX Text

PIT

AutoCAD SHX Text

00212

AutoCAD SHX Text

PIT

AutoCAD SHX Text

00214

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20215

AutoCAD SHX Text

TURB

AutoCAD SHX Text

IAS

AutoCAD SHX Text

EXH

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20208

AutoCAD SHX Text

TURB

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20207

AutoCAD SHX Text

COND.

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20206

AutoCAD SHX Text

pH

AutoCAD SHX Text

VSD

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

grant

Callout

By Others

grant

Oval

FROM EIS PIPELINE

(PV-00103,00104)

FROM MEDIA FILTERS

C17204-PID-202B

PUMP (MP-70107)

FROM ANTISCALANT DSOING

C17204-PID-207C

PUMP (MP-70103)

FROM SBS DOSING

C17204-PID-207B

P-20102

CV -20304

RO HIGH PRESSURE

PUMP (HP)

MODEL : TBC

MOTOR : TBC

DUTY : 1X100%

CARTRIDGE FILTER

CF-20101

PRESSURE VESSEL 1-3

CAPACITY : TBC

RO-20105

PRESSURE VESSEL 4-5

CAPACITY : TBC

RO-20106

PRESSURE VESSEL 6

CAPACITY : TBC

GV-M-20311

GV-M-20316

(F-05103,F-05104)

TO CALCITE FILTERS

C17204-PID-205B

(T-85001)

TO WASTE TANK

C17204-PID-204B

IQ

-70359

IQ

-70360

TYPICAL

BV

-M

-20309

BV

-M

-20314

BV

-M

-20317

PUMP (P-20102)

FROM CIP

C17204-PID-210C

RO-20103

(T-40001)

TO CIP TANK

C17204-PID-210B

BV

-M

-20302

SP

BV

-M

-20306

SP

BV

-M

-20307

SP

SP

SP

BV

-M

-20308

SP

BV

-M

-20319

SP

BV

-M

-20322

SP

BV

-M

-20312

SP

BV

-M

-20313

SP

TYPICAL RO DESIGN SHOWN, CONFIGURATION TO BE CONFIRMED DURING DETAIL

DESIGN BASED ON VENDOR PACKAGE.

NOTES:

1

RO-20102

RO-20101

RO-20104

CONCENTRATE RECYCLE

1

BFV-M-20321

BFV-M-20324

BV

-M

-20325

SP

NV-M-20327

NV-M-20323

(T-40001)

TO CIP TANK

C17204-PID-210B

BFV-M-20326

BFV-M-20300 BFV-M-20301 BFV-M-20303

BV

-M

-20328

BFV-M-20305

PCV-20310

BV-M-20315

BV-M-20318

BFV-P-20320


RO SYSTEM


NTS


SYN 17/01/18DE 17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-203











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

20200

AutoCAD SHX Text

VSD

AutoCAD SHX Text

PIT

AutoCAD SHX Text

20203

AutoCAD SHX Text

PIT

AutoCAD SHX Text

20204

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

20209

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20210

AutoCAD SHX Text

COND.

AutoCAD SHX Text

PIT

AutoCAD SHX Text

20212

AutoCAD SHX Text

PIT

AutoCAD SHX Text

20202

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20201

AutoCAD SHX Text

ORP

AutoCAD SHX Text

PI

AutoCAD SHX Text

20206

AutoCAD SHX Text

PI

AutoCAD SHX Text

20208

AutoCAD SHX Text

PIT

AutoCAD SHX Text

20205

AutoCAD SHX Text

PIT

AutoCAD SHX Text

20207

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

20213

AutoCAD SHX Text

AIT

AutoCAD SHX Text

20211

AutoCAD SHX Text

TURB.

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

T-85001

(T-40001)

FROM CIP WASTE

C17204-PID-210B

WASTE TANK

CAPACITY : 40kL

(P-20106)

FROM ROC

C17204-PID-203E

(PV-00103,00104)

FROM FILTER BACKWASH

C17204-PID-202A

TO SEWER

GV-M-85300

TO WETLAND DISPOSAL

BFV-M-85302

BFV-P-85301

BFV-M-85303

P-85101-1

P-85101-2

WASTE TRANSFER PUMP

MODEL : TBC

MOTOR : TBC

DUTY : 2x75%


WASTE TANK


NTS

A SYN DEINITIAL ISSUE

SYN 17/01/18DE 17/01/18

17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-204











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

LIT

AutoCAD SHX Text

85200

AutoCAD SHX Text

LSH

AutoCAD SHX Text

85201

AutoCAD SHX Text

AIT

AutoCAD SHX Text

85204

AutoCAD SHX Text

pH

AutoCAD SHX Text

AIT

AutoCAD SHX Text

85203

AutoCAD SHX Text

TDS

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

85205

AutoCAD SHX Text

LSL

AutoCAD SHX Text

85202

AutoCAD SHX Text

VSD

AutoCAD SHX Text

VSD

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

grant

Callout

By Others

grant

Oval

FROM EIS PIPELINE

FROM RO PERMEATE

C17204-PID-203D

FROM BLEND WATER

C17204-PID-202E

(T-80001)

TO IRRIGATION TANK

C17204-PID-206B

BFV-M-05308

BF

V-M

-05309

BF

V-M

-05310

F-05103

PUMP (MP-70111)

FROM STABILISATION DOSING

C17204-PID-207E

NOTES:

1CONNECTION FOR CORROSION COUPON RACK.

F-05104

CALCITE FILTERS

BF

V-M

-05311

BF

V-M

-05312

FROM HYPOCHLORINE DOSING

C17204-PID-208C

BV

-M

-05313

SAMPLE1

IQ

-70364

IQ

-70363


CALCITE FILTERS


NTS


SYN 17/01/18DE 17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-205











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

AIT

AutoCAD SHX Text

05200

AutoCAD SHX Text

COND.

AutoCAD SHX Text

AIT

AutoCAD SHX Text

05209

AutoCAD SHX Text

COND.

AutoCAD SHX Text

AIT

AutoCAD SHX Text

05208

AutoCAD SHX Text

pH

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

T-80001

(F-05103,F-05104)

FROM CALCITE FILTERS

C17204-PID-205B

IRRIGATION TANK

CAPACITY : TBC

FROM POTABLE WATER

BFV-M-80306-1

P-80102-1

BFV-M-80303

P-80101

CHLORINE RECIRCULATION PUMP

MODEL : TBC

MOTOR : TBC

DUTY : 1x100%

70362

IQ

-

CHLORINE DOSING PUMP (MP-70123)

FROM IRRIGATION WATER HYPO

C17204-PID-208D

BFV-M-70361

BFV-M-80300 BFV-P-80302

BV

-M

-80304

CV-80305

RPZ-80301

1

POTABLE WATER TOP-UP TO HAVE VISIBLE AIR GAP

NOTES:

1

BFV-M-80307

P-80103

FILTER BACKWASH PUMP

MODEL : TBC

MOTOR : TBC

DUTY : 1x100%

CV -80309BFV-M-80310

BACKWASH

TO MEDIA FILTER

C17204-PID-202D

BV

-M

-80308

2

2LAYOUT TO ALLOW SPACE FOR FUTURE STAND BY PUMPS.

BFV-M-80306-2

P-80102-2

TO IRRIGATION

EXISTING

NEW

BFV-M-80306-3

P-80102-3

IRRIGATION PUMPS

MODEL : TBC

MOTOR : TBC

DUTY : TBC


IRRIGATION TANK


NTS


SYN 17/01/18DE 17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-206











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

LIT

AutoCAD SHX Text

80201

AutoCAD SHX Text

LALL

AutoCAD SHX Text

LAL

AutoCAD SHX Text

LAHH

AutoCAD SHX Text

LSH

AutoCAD SHX Text

80202

AutoCAD SHX Text

AIT

AutoCAD SHX Text

80204

AutoCAD SHX Text

FREE Cl

AutoCAD SHX Text

VSD

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

80200

AutoCAD SHX Text

LSL

AutoCAD SHX Text

80203

AutoCAD SHX Text

FS

AutoCAD SHX Text

80205

AutoCAD SHX Text

VSD

AutoCAD SHX Text

PIT

AutoCAD SHX Text

80206

AutoCAD SHX Text

M

AutoCAD SHX Text

FIT

AutoCAD SHX Text

80207

AutoCAD SHX Text

VSD

AutoCAD SHX Text

VSD

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

grant

Callout

Irrigation Tank By Others EOI18/003 to supply all piping and instrumentation

MATERIAL : TBC

NOMINAL CAPACITY : TBC

T - 70003

STABILISATION TANK

STABILISATION

DOSING PUMP

MODEL: TBC

DUTY : TBC

1 x 100%

MATERIAL : TBC


T - 70002

ANTISCALANT TANK

ANTISCALANT DOSING

PUMP

MODEL: TBC

DUTY : TBC

2 x 100%

MATERIAL : TBC


T - 70001

SBS TANK

SBS

DOSING PUMP

MODEL: TBC

DUTY : TBC

2 x 100%

TO RO FEED

C17204-PID-203B

TO TREATED WATER TRANSFER

C17204-PID-205E

MP- 70103

PRV-70304

PD-70104

PCV-70308

STR-70102

CC

-70101

BV-M-70300

1

TO RO FEED

C17204-PID-203B

BV-M-70302

BV

-M

-70301

BV

-M

-70303

BV

-M

-70305

BV

-M

-70306

BV

-M

-70307

BV-M-70309

FI

70201

MP- 70107

PRV-70314

PD-70108

PCV-70318

STR-70106

CC

-70105

BV-M-70310

1

BV-M-70312

BV

-M

-70311

BV

-M

-70313

BV

-M

-70316

BV

-M

-70317

BV-M-70319

BV

-M

-70315

MP- 70111

PRV-70324

PD-70112

PCV-70328

STR-70110

CC

-70109

BV-M-70320

1

BV-M-70322

BV

-M

-70321

BV

-M

-70323

BV

-M

-70326

BV

-M

-70327

BV-M-70329

BV

-M

-70325

FI

70205

FI

70209

NOTES:

HIGH POINT VENT TO EXTEND ABOVE TANK HIGH LEVEL

1


PRETREATMENT CHEMICALS


NTS


SYN 17/01/18DE 17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-207











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

PSH

AutoCAD SHX Text

70203

AutoCAD SHX Text

PSH

AutoCAD SHX Text

70207

AutoCAD SHX Text

PSH

AutoCAD SHX Text

70211

AutoCAD SHX Text

LSL

AutoCAD SHX Text

70200

AutoCAD SHX Text

LSL

AutoCAD SHX Text

70204

AutoCAD SHX Text

LSL

AutoCAD SHX Text

70208

AutoCAD SHX Text

FSL

AutoCAD SHX Text

70202

AutoCAD SHX Text

FSL

AutoCAD SHX Text

70206

AutoCAD SHX Text

FSL

AutoCAD SHX Text

70210

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

MATERIAL : TBC


HYPO CHLORITE TANK

HYPO CHLORITE

DOSING PUMP

MODEL: TBC

DUTY : TBC

2 x 100%

TO TREATED WATER

C17204-PID-205B

RECIRCULATION

TO IRRIGATION TANK

C17204-PID-206B

T - 70004

MP- 70119

PRV-70344

PD-70120

PCV-70348

STR-70118

CC

-70117

BV-M-70340

2

BV-M-70342

BV

-M

-70341

BV

-M

-70343

BV

-M

-70346

BV

-M

-70347

BV-M-70349

BV

-M

-70345

IRRIGATION WATER

HYPO CHLORITE

DOSING PUMP

MODEL: TBC

DUTY : TBC

1 x 100%

MP- 70123

PRV-70354

PD-70124

PCV-70358

STR-70122

CC

-70121

BV-M-70350

2

BV-M-70352

BV

-M

-70351

BV

-M

-70353

BV

-M

-70356

BV

-M

-70357

BV-M-70359

BV

-M

-70355

FI

70217

FI

70221

DESIGN TO ALLOW CHEMICAL TANK TO VENT TO SAFE LOCATION

NOTES:

1

1

2

HIGH POINT VENT TO EXTEND ABOVE TANK HIGH LEVEL

MATERIAL : TBC


BIOCIDE DOSING TANK

BIOCIDE DOSING

PUMP

MODEL: TBC

DUTY : TBC

2 x 100%

TO MEDIA FILTER PUMPS

C17204-PID-202B

T - 70004

MP- 70115

PRV-70334

PD-70116

PCV-70338

STR-70114

CC

-70113

BV-M-70330

2

BV-M-70332

BV

-M

-70331

BV

-M

-70333

BV

-M

-70336

BV

-M

-70337

BV-M-70339

BV

-M

-70335

FI

70213

1

BV

-M

-70360


FEED AND TREATED CHLORINE


NTS


SYN 17/01/18DE 17/01/18

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-208











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


PROGRESS PRINT

AutoCAD SHX Text

PSH

AutoCAD SHX Text

70218

AutoCAD SHX Text

LSL

AutoCAD SHX Text

70216

AutoCAD SHX Text

PSH

AutoCAD SHX Text

70223

AutoCAD SHX Text

PSH

AutoCAD SHX Text

70214

AutoCAD SHX Text

LSL

AutoCAD SHX Text

70212

AutoCAD SHX Text

FSL

AutoCAD SHX Text

70215

AutoCAD SHX Text

FSL

AutoCAD SHX Text

70219

AutoCAD SHX Text

FSL

AutoCAD SHX Text

70222

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

M-60308BV - M-60310BV -60309PCV-

1

EQUIPMENT, INSTRUMENTATION AND CONTROL WITH IN

THE BOX ARE A PACKAGED UNIT.

NOTES:

M-60302BV -

S-60301GV -

60300PRV-

1

AIR

M-60305BV -

S-60304GV -

60303PRV-

AIR

M-60307

BV

-

M-60306

BV

-

AIR RECEIVER

AIR RECEIVER

COMPRESSED

AIR DRYER

AIR

COMPRESSOR

1

CAD - 60103

COALESCING

FILTER

FILTER

CF-60104 F-60105

TO VALVE

COMPRESSED AIR

C17204-PID-XXXB

ACMP-60102

ACMP-60101

AIR

COMPRESSOR

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-209











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


AIR COMPRESSORS


NTS


SYN 17/01/18DE 17/01/18


PROGRESS PRINT

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

415V AC 3 HP

AutoCAD SHX Text

415V AC 3 HP

AutoCAD SHX Text

415V AC 3 HP

AutoCAD SHX Text

PDI

AutoCAD SHX Text

60202

AutoCAD SHX Text

PDI

AutoCAD SHX Text

60203

AutoCAD SHX Text

PSL

AutoCAD SHX Text

60204

AutoCAD SHX Text

PI

AutoCAD SHX Text

60200

AutoCAD SHX Text

PI

AutoCAD SHX Text

60201

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

FROM RO REJECT

C17204-PID-203E

T-40001

MATERIAL : TBC


FLUSH / CIP TANK

HT - 40101

P-40102

CIP PUMP

MODEL : TBC

MOTOR : TBC

DUTY : TBC

BFV-M-40302

(T-85001)

TO WASTE TANK

C17204-PID-204B

BFV-M-40307

BV

-M

-40300

BF

V-M

-40301

TO RO FLUSHING

C17204-PID-203C

BFV-P-40306

FROM RO PERMEATE

C17204-PID-203D

BFV-M-40304

BFV-M-40305

CIP TANK DESIGN TO ALLOW ADDITION OF BOTH LIQUID AND POWDER CIP SPECIALITY CHEMICALS

NOTES:

1

1

CV-40303

SCALE



SHEET

A3

Date

Design DraftingDate

C17204 C17204-PID-210











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-


FLUSH / CIP TANK


NTS


SYN 17/01/18DE 17/01/18


PROGRESS PRINT

AutoCAD SHX Text

M

AutoCAD SHX Text

LSL

AutoCAD SHX Text

40201

AutoCAD SHX Text

LSH

AutoCAD SHX Text

40200

AutoCAD SHX Text

AIT

AutoCAD SHX Text

40203

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

pH

AutoCAD SHX Text

TIT

AutoCAD SHX Text

40202

AutoCAD SHX Text

FIT

AutoCAD SHX Text

40204

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 20 OF 22

APPENDIX C – REFERENCE BUILDING GENERAL ARRANGEMENT DRAWING

4M W

IDE

x 3.

6M H

IGH

ROLL

ER D

OO

R

MEMBRANEREMOVAL

AREA

ROUNIT

MEDIA FILTERFEED PUMPS

(DUTY :2X100%)IRRIGATION

TRANSFER PUMPS

CIPTANK

AIRCOMPRESSOR

RO-CIPPUMP

WASTE PUMPS(DUTY: 2X75%)

FILTERBACKWASH

PUMP

FEEDTANK

WASTETANK

STABILIZATIONDOSING TANK

SBSDOSING TANK

ANTI-SCALANTDOSING TANK

BIOCIDEDOSING TANK

HYPO-CHLORITEDOSING TANK

ANAL

YZER

WET

RAC

K

CALC

ITE

FILT

ERS

CONTROLROOM

MCC/PLC

A 26/02/18 SYN DE INITIAL ISSUE

DE 26/02/18 SYN 26/02/18

PROCESS BUILDING

PLANT LAYOUT

1:35

MEDIA FILTERS

18000

3300

5000 1000 1500 1500 1500 1500 1500 4500

Ø1000

Ø1000

1150

1400

12000

MEMBRANEREMOVAL

AREA

1440 1780 1050 800 1000

3600

SAFETYSHOWER

SAFETYSHOWER

CHEMICAL LAY DOWNAND

STORAGE AREA

SHEL

VING

AND

SPA

RES

3150 6000 8850

W

S

N

E

TO BE

CONFIRMED

SCALE



SHEET

A3

Date

Design Drafting

Date

C17204 C17204-GA-001











reserved.

PROJECT:

CLIENT


NAME :

P: 1300 799 155





COPYRIGHT


-

2000

3000

1150

2500

Ø1200

1180

1000 800 1550 1400 1600 1350 1550 1500

Ø1200

Ø1200

B 23/05/18 SYN DE ISSUED FOR EOI

200049002000 13502300 4000

AutoCAD SHX Text

S:\Shared\Internal\Production\Permeate Partners\Royal Botanic Garden-Cranbourne WTP\Working Files\C17204-GA-001.dwg

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 21 OF 22

APPENDIX D – SITE LAYOUT DRAWINGS

Cranbourne Gardens Water Treatment Plant SKETCH 01SITE COMPONENTS

Legend

AG

Extraction Pump Station

In Gardens Pipeline 1

Irrigation Pump Shed (Existing)

Sewer(New)

Tank Hardstand

Treated Water tank

Treatment Shed

Trility-CG Pipleline

300 m

N

➤➤

N© 2018 Google

© 2018 Google

© 2018 Google

Cranbourne Gardens Water Treatment Plant SKETCH 02SITE ELEMENTS

Legend

In Gardens Pipeline 1

Irrigation Pump Shed (Existing)

Sewer(New)

Tank Hardstand

Treated Water tank

Treatment Shed

Trility-CG Pipleline

90 m

N

➤➤

N© 2018 Google

© 2018 Google

© 2018 Google



INFORMATION

PP REF : C17204

DATE 20/07/2018 REV: C


WWW.PERMEATE.COM.AU

PAGE 22 OF 22

APPENDIX E – EXISTING IRRIGATION PUMP SHED

FOR POTABLE WATER CONNECTION & IRRIGATION WATER SUPPLY

ROYAL OTANI GARDENS VI TORIA · royal otani gardens vi toria cranbourne gardens water treatment...

Documents

Transcript of ROYAL OTANI GARDENS VI TORIA · royal otani gardens vi toria cranbourne gardens water treatment...