Validation of Water System

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    A Seminar On

    VALIDATION OF WATER

    SYSTEMS FORPHARMACEUTICAL USE

    Prepared By: Vinay B. Patel

    Harshal Thakkar

    DEPARTMENT OF QUALITY ASSURANCE

    SHRI SARVAJANIK PHARMACY COLLEGE

    MEHSANA, GUJARAT

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    Introduction Water is the most widely used substance, raw material

    or starting material in the production, processing andformulation of pharmaceutical products.

    It has unique chemical properties due to its polarity and

    hydrogen bonds. This means it is able to dissolve,

    absorb, adsorb or suspend many different compounds.

    These include contaminants that may represent hazards

    in themselves or that may be able to react with intended

    product substances, resulting in hazards to health.

    Different grades of water quality are required depending

    on the route of administration of the pharmaceutical

    products.9/20/2013 2

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    Principles

    Like any starting material, water must conform to Good

    Manufacturing Practice norms

    It must be potable and comply with WHO Guidelines

    for drinking-water quality

    Potential for microbial growth

    Systems must be properly validated

    Water for parenteral use could not be contaminated with

    pyrogens or endotoxins

    Specifications and periodic testing is required9/20/2013 3

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    Types of water

    1. Purified water

    2. Water for Injections PFW & WFI

    3. Softened Water

    4. Water for Final Rinse

    5. Pure, or clean Steam

    6. Water for cooling Autoclaves

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    Why purify raw water?1. Although reasonably pure, it is always variable

    2. Seasonal variations may occur in water

    3. Some regions have very poor quality water

    4. Must remove impurities to prevent product

    contamination.

    5. Control microbes to avoid contaminating products

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    Contaminants of water There is no pure water in nature, as it can contain

    up to 90 possible unacceptable contaminants

    Contaminant groups:

    1. Inorganic compounds

    2. Organic compounds

    3. Solids

    4. Gases

    5. Micro-organisms9/20/2013 6

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    Problem Minerals

    1. Calcium and magnesium

    2. Iron and manganese

    3. Silicates

    4. Carbon dioxide

    5. Hydrogen sulfide

    6. Phosphates

    7. Copper

    8. Aluminium

    9. Heavy metals ( Arsenic, lead, cadmium)

    10.Nitrates

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    Micro OrganismsBiofilm

    1. Algae2. Protozoa

    Cryptosporidium

    Giardia

    3. Bacteria

    Pseudomonas

    Gram negative, non-fermenting bacteria

    Escherichia coli and coliforms9/20/2013 8

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    Turbidity1. Silt, clay, and suspended material cause turbidity

    2. Small particles include "colloids"

    3. Removal of colloids is usually the first step in water

    treatment

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    Water hardnessWater hardness classification mg/L or ppm as CaCO3

    Soft 0-60

    Moderate 61-120

    Hard 121-180

    Very Hard > 180

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    Source of raw water1. Rain water

    2. Surface or ground water

    3. Well or borehole

    4. Municipal or civiltap water

    5. Purchased in bulk

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    Raw water storage May be required prior to pre-treatment according to

    local circumstances

    Check material of construction

    Concrete, steel are acceptable but check corrosion

    Plastics or plastic linings may leach

    Check cover To keep out insects, birds and animals

    Check disinfection practices

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    WHO water treatment guidanceThe following should be monitored

    Sources of water

    Treatment procedures

    Water treatment equipment

    Treated water tests Monitoring records required

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    Pre-treatment steps1. Primary filtration and multi-media filter

    2. Coagulation or flocculation

    3. Desalination

    4. Softening

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    Chlorine removal

    Activated-carbon (AC) filtration

    or bisulphite1. AC removes chlorine but bacteria can then grow

    2. AC filtration can remove organic impurities

    3. Bisulphite leaves sulphate residues but is

    anti-microbial

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    raw water in

    S trap to sewer

    Water is keptcirculating

    To water

    softener &DI plant

    cartridge

    filter5 micrometers

    activated

    carbon

    filter

    spray ball

    break tank

    air break to draincentrifugal pump

    air filter

    float

    operated

    valve

    sand filter

    excess water recycled

    from deioniser

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    Water Softener schematicdrawing

    brine and salt tank

    brine

    "hard" waterin

    zeolite water softener

    -exchanges-Ca and Mg for Na

    drain

    "soft" water to deioniserby pass valve

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    Water purification

    Remove particles, bacteria,

    pyrogen, organic, inorganicions and silica

    Reverse Osmosisraw water

    High pressure

    Feed

    water

    under

    pressure

    Reject

    water

    Semi-permeable

    mem

    brane

    Permeate

    water

    drain or recycle

    Low pressure

    Purified water

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    DeionizationRemove organic, inorganic ions, silica and carbon dioxide

    Cationic column Anionic column

    Hygienic pump

    Outlets or storage.

    Ozone generator

    UV light

    HCl NaOH

    Eluates to

    neutralization

    plant

    Air break to sewer

    Drain line

    from water softener

    Water mustbe keptcirculating

    1

    2

    3

    4

    5

    6

    1

    2

    3

    4

    5

    6

    Return to de-ioniser

    Cartridge

    filter 5 m

    Cartridge

    filter 1 m

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    Water purificationDistillation Remove particles, bacteria, pyrogen, organic,

    non-volatile, inorganic ions and silicafor WFIUltrafiltration Kill bacteria and breakdown TOC

    Can be used for WFI or for Water For Final

    Rinsing for parenteral manufacturing (if permitted)

    Removes organic contaminants, such asendotoxins

    Operation at 80C, and sterilization at 121 C

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    Auto DIRO/Auto DI2 stages RO

    Purified water9/20/2013 20

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    Sampling

    There must be a sampling procedure. Sample integrity must be assured.

    Sampler training

    Sample point

    Sample size

    Sample container

    Sample label

    Sample storage and transport Arrival at the laboratory

    Start of test

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    Sampling Point

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    i i ifi i f

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    Testing - setting specifications forpurified water

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    Testing1. Method verification2. Chemical testing

    3. Microbiological testing

    test method

    types of media used

    incubation time and temperature

    objectionable and indicator organisms

    manufacturer must set specifications

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    Water for Injections1. International pharmacopoeia requirements for WFI are

    those for purified water plus it must be free from

    pyrogens

    2. Usually prepared by distillation

    3. Storage time should be less than 24 hours

    4. Microbial limits must be specified

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    P d d i

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    Pyrogens and endotoxins1. Any compound injected into mammals which gives

    rise to fever is a Pyrogen

    2. Endotoxins are pyrogenic, come from Gram negative

    bacterial cell wall fragments

    3. Detectendotoxins using a test forlipopolysaccharides

    (LPS)

    rabbit test detects pyrogens

    LAL test detects endotoxins

    4. Ultrafiltration, distillation, & RO may remove pyrogens

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    Suggested bacterial limits (CFU /mL)Sampling location Target Alert Action

    Raw water 200 300 500

    Post multimedia filter 100 300 500

    Post softener 100 300 500

    Post activated carbon filter 50 300 500

    Feed to RO 20 200 500

    RO permeate 10 50 100Points of Use 1 10 100

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    WHO t t t t id

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    WHO water treatment guidance All water-treatment systems should be subject to:

    planned maintenance validation

    monitoring

    Maintenance work should be documented

    For reliable production, water treatment plants should be:

    1. Designed

    2. Constructed

    3. Maintained

    4. Operated within design limits

    5. Controlled to prevent microbial growth9/20/2013 28

    P h kli t id

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    Prepare a checklist or an aide

    memoire and review1. Water Quality Manual

    2. Water system drawing

    3. Validation

    4. Sampling procedures, locations and plan

    5. Records of testing

    6. Sanitation and maintenance

    7. Schedules of maintenance

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    Reviewwater quality manual1. A water quality manual is advisable

    2. A brief description of water systems is required

    3. Include drawings of the purification, storage distribution

    system (P&ID)

    The water quality manual should show:

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    pipelines

    non-return (or check)

    valvesbreather points

    couplings

    pipe slopes

    Velocities

    valves

    sampling pointsdrain points

    Instrumentation

    flow rates

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    Validation plan for a water system

    1. Establishing standards for quality attributes and

    operating parameters.

    2. Defining systems and subsystems suitable to produce

    the desired quality attributes from the available source

    water.3. Selecting equipment, controls, and monitoring

    technologies.

    4. Developing an IQ stage consisting of instrument

    calibration, inspection to verify that the drawingsaccurately depict the as built configuration of the water

    system, and, where necessary, special tests to verify

    that the installation meets the design requirements.

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    5. Developing an OQ stage consisting tests and

    inspection to verify that the equipment, system

    alerts, and controls are operating reliably and thatappropriate alert and action levels are established.

    This phase of qualification may overlap with

    aspects of the next step.

    6. Developing a prospective PQ stage to confirm theappropriateness of critical parameter operating

    ranges. A concurrent or retrospective PQ is

    performed to demonstrate system reproducibility

    over an appropriate time period. During this phaseof validation, Alert and action levels for key quality

    attributes and operating parameters are verified.

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    7. Supplementing a validation maintenance program

    (also called continuous validation life cycle) that

    includes a mechanism to control changes to the water

    system and establishes and carries out scheduled

    preventive maintenance, including recalibration of

    instruments.

    8. In addition, validation maintenance includes a

    monitoring program for critical process parameters

    and a corrective action program.

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    WATER SYSTEM VALIDATION LIFE CYCLE

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    WATER SYSTEM VALIDATION LIFE CYCLE

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    WATER SYSTEM VALIDATION

    The operational considerations of water systems

    including:

    Start up, commissioning and qualification

    Monitoring

    Maintenance

    System reviews

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    Start up and commissioning Precursor to qualification and validation

    Should be planned, well defined, well

    documented

    Includes setting to work

    Includes system set-up

    Includes recording of system performanceparameters

    Controls loop tuning

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    Q lifi ti

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    Qualification WPU, PW, HPW and WFI systems are all considered

    to be direct

    impact, quality critical systems that should be

    qualified.

    The qualification should follow the validation

    convention of design review ordesign qualification (DQ), installation qualification

    (IQ), operational qualification (OQ) and performance

    qualification (PQ).

    DQ: Design review influenced by source water andrequired water quality

    IQ: Installation verification of the system

    OQ: operational qualification9/20/2013 37

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    Performance Qualification (PQ)

    Presentation focusing on PQ

    PQ demonstrates consistent and reliable

    performance of the system

    Validation of water systems should consist of at

    least three phases:

    Phase 1: investigational phase;

    Phase 2: short-term control; and

    Phase 3: long-term control.9/20/2013 38

    Phase 1

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    Phase 1 A test period of 24 weeks - monitoring the system

    intensively

    System to operate continuously without failure or

    performance deviation

    The fo l lowing should be inc luded in the test ing

    approach: Undertake chemical and microbiological testing in

    accordance with a defined plan

    Sample daily:

    incoming feed-water

    after each step in the purification process

    each point of use and at other defined sample

    points9/20/2013 39

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    Phase 1

    Develop: appropriate operating ranges

    and finalize operating, cleaning, sanitizingand maintenance procedures

    Demonstrate production and delivery of productwater of the required quality and quantity

    Use and refine the standard operating procedures(SOPs) for operation, maintenance, sanitizationand troubleshooting

    Verify provisional alert and action levels

    Develop and refine test-failure procedure

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    Phase 2

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    Phase 2 A further test period of 24 weeks further intensive

    monitoring the system

    Deploying all the refined SOPs after the satisfactory

    completion of phase 1

    Sampling scheme generally the same as in phase 1

    Water can be used for manufacturing purposes duringthis phase

    Demonstrate:

    Consistent operation within established ranges

    Consistent production and delivery of water of the

    required quantity and quality when the system is

    operated in accordance with the SOPs

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    Phase 3

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    Phase 3 Over one year after the satisfactory completion of

    phase 2

    Water can be used for manufacturing purposes during

    this phase

    Demonstrate:

    extended reliable performance that seasonal variations are evaluated

    Sample locations, sampling frequencies and tests

    should be reduced to the normal routine pattern

    based on established procedures proven duringphases 1 and 2

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    Ongoing system monitoring

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    Ongoing system monitoring After Phase 3 system review needed

    Based on review including results, establish a routinemonitoring plan

    Monitoring to include a combination of on-line monitoring

    and off- line sample testing

    Data analysed for trends Monitoring parameters to include:

    flow, pressure, temperature, conductivity, TOC

    Samples taken: From points of use, and specific sample points

    In a similar way how water is used in service

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    M i t

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    MaintenanceA controlled, documented maintenance programme

    covering:

    Defined frequency with plan and instructions

    Calibration programme

    SOPs for tasks

    Control of approved spares Record and review of problems and faults during

    maintenance

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    System review

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    System review WPU (PW, HPW and WFI) systems to be reviewed atappropriate regular intervals

    Review team includes engineering, QA, operations andmaintenance

    The review to cover, e.g.

    changes made since the last review;

    system performance;

    reliability; quality trends;

    failure events;

    investigations;

    out-of-specifications results from monitoring; changes to the installation;

    updated installation documentation;

    log books; and

    the status of the current SOP lists 45

    Preventative Maintenance Program

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    Preventative Maintenance Program

    Pretreatment Component Example Activated

    Carbon Unit

    Item Suggested

    Frequency

    Consequences

    Media Replacement 6 Months TOC and/or Chloramine

    Breakthrough

    Sanitize Column

    Internals

    6 Months Microbial Excursion

    Replace Gaskets 2 Years Leak/Shutdown

    Access Gaskets 6 Months Leak/Shutdown

    Clean/Replace

    Distributors

    1 Year Failure Media in Product

    Water

    Instrument Calibration 1 Year Improper System Operation

    Replace Valve

    Diaphragms

    2 Years Bypass/Cross Contamination

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    Ion Removal Component Example RO Unit

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    p p

    Item Suggested

    Frequency

    Consequences

    Rotate RO

    Membranes

    6 Months Loss in Product Water Flow Rate

    and Quality (Chemical and TVB)

    Contract Clean

    Rotated

    Membranes

    6 Months Loss in Product Water Flow Rate

    and Quality (Chemical and TVB)

    ChemicalSanitization 6 Months TVB Excursions

    Interconnector O-

    Rings

    6 Months Waste-to-Product Leak

    End Fitting O-

    Rings

    6 Months Waste-to-Product Leak

    Instrument

    Calibration

    1 Year Loss of System Control

    Replace

    Interconnectors

    1 Year Waste-to-Product Leak

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    Item Suggested Consequences

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    Item Suggested

    Frequency

    Consequences

    Replace Feed Water

    Pump Seals

    2 Years Pump Leak Introduction of

    Air/Water TVB Increase

    Vale Seals/Diaphragms 2 Years BypassSanitize Pressure

    Vessels

    6 Months TVB Excursions

    Change Prefilters 1 Week Foulant Increase Resulting in TVB

    Increase

    Hot Water Sanitize (if

    equipped)

    2 Weeks TVB Excursions

    Replace Rotated

    Membranes

    3 Years Loss in Product Water Flow Rate

    and Quality (Chemical and TVB)

    Repassivate 1-2 Years Rouging Biofilm TVB Increase

    Derouge &

    Repassivate

    1-3 Years Rouging Biofilm TVB Increase

    Hot Water Sanitization 1 Week

    1 Month

    TVB Excursions

    Chemical Sanitization 6 Months Biofilm TVB Excursion9/20/2013 48

    Storage & Distribution Loop Example USP

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    Storage & Distribution Loop Example

    USP

    Purified Water Storage Tank (No Ozone)

    Item Suggested

    Frequency

    Consequences

    Instrument

    Calibration

    1 Year Loss of Level Control

    Inspect Rupture

    Disc

    6 Months TVB Excursion

    Replace Rupture

    Disc

    1 Year TVB Excursions

    Replace

    Hydrophobic Vent

    Filter Cartridge

    6 Months TVB Excursion

    Inspect Tank

    Interior

    6 Months Rouging/Biofilm

    Replace Manway

    Gasket

    1 Year TVB Excursion/Leak

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    REFERENCE

    WHO good manufacturing practices: water for

    pharmaceutical use. Geneva, World Health

    Organization 2005 (WHO Technical Report Series,

    No. 929), Annex 3.

    WHO Expert Committee on Specifications for

    Pharmaceutical Preparations. Geneva, World Health

    Organization 2006 (WHO Technical Report Series,

    No. 937), Annex 4.

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