Process Water System Design Phase

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Reminder:

Resistivity (ohms) is the reciprocal to conductivity (micro-Siemens )

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BEWARE of Biofilm Buildup

SOURCE: http://www.fda.gov/ICECI/Inspections/InspectionGuides/ucm074905.htm

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Process Water System

Design Phase

• Assemble cross-functional team

• Determine quality of feed water

• Determine required specifications

• Write protocols

Pre-validation

• Calibration of instruments

• Validation of test methods

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Purified Water System Design Considerations

• 316LSS material of construction

• Sanitary electro-polishing and passivation

• Sanitary clamp fittings or orbital welds

• Lines sloped to drain 1/8 in/ft

• Recirculation loop 3-5ft/sec

• Sanitary pumps, Submicron filters (0.2

μm) on tanks and vents

• Use-point fittings or GMP valves

• Sanitary diaphragm-type and stem valves only. No ball, gate, plug, butterfly, globe or disc valves.

• Drains must have air-break to prevent back-siphoning

• Minimize dead-legs to 6D

• Control biofilm buildup

(recirculation, 85oC, ozonation)

• No added substances

SOURCE: Manfredi, Joe, “Myths, Rumors, Fantasies about Water

System Design”, Pharmaceutical Technology CGMP Compliance 2006, pp 28-38

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Water for Pharmaceutical Use

Typical deionizer schematic

from water softener

HCl NaOH

6

5

4

3

2

1

Eluates to neutralization plant

6

3

2

5

4

1

Water must be

UV light kept circulatin g

Cationic column Anionic column filter 5 µm

Hygienic pump

Return to deioniczer

Cartridge filter 1 µm

Ozone generator

Outlets or storage.

Drain line

Air break to sewer

Installation Qualification

• Assure that the system is installed per design criteria

• Test water before and after each piece of equipment in-line. Not just at point-of-use!

• Use that data to write your SOPs

(backflushing, regeneration, etc.)

• For example . . .

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Qualification of Mixed Bed Deionizers

Regeneration

Anion

Cation

In-Use

Dilute Base

Monitor feed water and effluent

• Conductivity

• PSID (scaling)

• Run length gallonage

• Amount of regenerate

• Rinse water gallonage

• Silica

(channeling)

• Bacterial load

• Other (eg. Air quality)

Cation

&

Anion

Mixed

Bed

Air Dilute Acid To Waste Purified Process Water

Mixed bed regeneration requires backwashing for separate treatment with acid and base. They are mixed with air before start-up.

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Operation Qualification

• Is the system operating correctly?

– Pumps at right pressure?

– Water flow correct?

• Continue to test feed water, sample ports and points-of-use

• Monitor system changes to validate the SOPs

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Water Validation and the

Corporate Audit

• Allow extra time to audit the water system

• Trained persons are needed to maintain the water system

• Must check for specifications and acceptance criteria for each sampling point

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Water for Process Use

• Designed, constructed and validated to prevent microbial proliferation and assure quality

• SOPs for maintenance, cleaning & sanitization on frequent basis

• Monitor & test to assure conformance to chemical, physical and microbiological specifications

• Sanitary sampling ports after each component

• Check at point-of-use daily

• Record & document test results

• Alert & action limits

• Corrective action plan

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Performance Qualification

• Test all sample ports for 30 consecutive days

(spring, summer, fall and winter)

• Validation complete after one full year

• Trend analysis may help avoid having to revalidate

• Develop change control procedures

• Establish acceptance criteria for each piece of equipment

• Establish alert and action limits

• Develop corrective action plans

• Confirm the action had the desired affect

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Establish microbial quality control using trend analysis

The Validation Timeline

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