Water Systems For
Pharmaceutical Facilities
Mark Keyashian
1.0 INTRODUCTION
Common, everyday water is a major consideration in a pharmaceu-
tical plant. The final product or any of its intermediate materials can only be
as contaminant-free as the water available at that stage. Water may be an
ingredient or used principally to wash and rinse product contact components
and equipment. Water is also used to humidiethe air, to generate clean steam
for sterilization, to cool or heat, as a solvent, for drinking and sanitary uses,
etc. To better control this critical media, the pharmaceutical industry has
defined two additional types of water: purijied water and water for injection,
both of which are highly regulated. Special attention to a good understanding
of the water systems in a pharmaceutical facility are essential.
2.0 SCOPE
This chapter is an overview of the various water systems used in a
pharmaceutical facility. It will help bring about a better understanding ofhow
they are generated, stored and distributed and what equipment is involved.
Starting with raw water as it is sourced, this chapter will:
590
Water Systems for Pharmaceutical Facilities 591
1. Take the reader step-by-step through various treatments
2. Outline applicable cGMP’s (current Good Manufactur-
3. Point out some potential pitfalls to watch for during
In addition, for a better all around understanding, an overview ofhow
these systems are designed and some ofthe more important design parameters
will be discussed.
to generate different types of water.
ing Practices)
installation and start-up.
3.0 SOURCE OF WATER
Water supply to the plant is either ground water (wells), surface
water (lakes, rivers), or city water. Raw water is typically contaminated with
salts, oils, various organic substances, calcium, clay, silica, magnesium,
manganese, aluminum, sulfate, fertilizers, ammonia, insecticides, carbon
dioxide and, of course, bacteria and pyrogens. A city water treatment plant
removes most of these impurities, but adds chlorine or chloramines and
fluoride. Table 1 summarizes the level of contaminants by type of raw water.
Table 1. Contaminants by Type of Source Water
Tap Water Surface Water Ground Water
Particulates 3-5 3-7 4-9
Dissolved Solids 2-5 1-5 5-10
Dissolved Gases 3-5 7-10 5-8
Organics 1-4 3-8 0-5
Colloids 0-5 3-8 0-4
Bacteria 1-2 6-9 2-5
P yrogens 7-9 6-9 2-5
0 =None
10 = Very High
592 Fermentation and Biochemical Engineering Handbook
Regardless of the source, the first step in knowing the water supply
or designing a system is to obtain a complete analysis of the supply water.
Table 2 is an example water analysis. Please note that a water analysis on
a sample obtained at the city treatment plant may be significantly different
from one obtained at the site.
Table 2. Typical Water Supply Analysis
Item Plant Feed
Turbidity
Color
Alkalinity
Hardness (as CaCO,)
Calcium
Magnesium
Sodium
Potassium
Iron
Manganese
Sulfate
Chloride
Nitrogen (ammonia)
Nitrogen (nitrite)
Nitrogen (nitrate)
Copper
SDI (fouling index)
PH
0
0
8.8
16 mgk
38 mgk
10 mgk
3.2 mg/L
23 mg/L
3.1 mg/L
0.04 mg/L
0.03 mg/L
27 mgk
49 mg/L
0.05 mg/L
0.30 mg/L
0.002 mg/L
0.002 mg/L
25
Usually, immediately upon entering the plant, supply water is split
into potable water and process water. This is done by using an air break or
back flow preventers. This is a precaution against process contaminants
backing up into potable or city water and vice versa. Often a break tank is
used as the air break since it also provides storage capacity for demand surges
at the use points.
Water Systems for Pharmaceutical Facilities 593
4.0 POTABLE WATER
Potable water, also called drinking or tap water, is used for sanitary
purposes such as drinking fountains, showers, toilets, hand-wash basins,
cooking, etc. If the water supply to the facility is from a public system such
as city water, the maximum contaminant levels, are set by the Environmental
Protection Agency (EPA) Standards, Title 40 CFR, Part 141. Table 3 is a
highlight of a typical water supply standard. Primary drinking water
regulations, Appendix I outlines the existing and proposed U. S. EPA
drinking water maximum contaminant levels.
Table 3: Minimum Potable Water Standard
Item Specification
Appearance 1 Turbidity Unit
Chloride 250 ppm
Fluoride 1.4 to 2.4 mg/L
Sulfate 250 ppm
Lead 0.05 mg/ L
Fecal Coliforms
Pyrogens Not Specified
Other Microbes Not Specified
Total Dissolved Solids 500 mg/L
Arsenic 0.05 mg/L
Barium 1.0 mg/L
Cadmium 0.010 mg/L
Chromium Hexavalent 0.05 mg/L
Chloroform 0.7 mg/L
Cyanide 0.2 mgL
Mercury 0.002 mg/L
Nitrate 10 mg5
Selenium 0.01 mg/L
Silver 0.05 mg/L
Pesticides
1/100 ml (Proposed: Oh00 ml)
Chlorodane 0.003 mg/L
Endrin 0.0002 mg/L
Heptachlor 0.0001 mg/L
Heptachlor Epoxide 0,0001 mg/L
Lindane 0.004 mg/L
Methoxychlor 0.1 mg/L
Toxaphene 0.005 mg/L
2,4-D 0.1 rngL
2,4,5-TP (Silvex) 0.01 mg/L
Specific Resistance 10,000 ohmdcm (typically)
PH
6.5-8.5
Water Systems for Pharmaceutical Facilities 595
Figure 2. Water pretreatment
6.0 MULTIMEDIA FILTRATION
Multimedia filtration (also called prefiltration, sand filtration or
multilayered filtration) is mainly aimed at removing sediments and suspended
matter. Suspended contaminants are trapped in small crevices and, as a
result, water turbidity is improved. A number of media are distinctly layered
with the coarsest on top so the suspended matter is collected throughout the
depth of the filter according to size.
The filter beds need to be backwashed periodically as the back
pressure increases; however, backwashing removes the filter from use. To
avoid downtime, often a dual filter bed system is installed.
During construction, the filtration unit should be installed before all
the walls are erected so it can be kept upright, in which case the filters can be
charged by the vendor before shipping. This would reduce chances ofdamage
to the internals during loading. The unit, of course, should be inspected
thoroughly upon receiving. Before shipping, the vendor will often disconnect
controls to minimize potential damage. Sufficient time should be allowed to
reconnect all of these. Finally, to avoid bacteria building up, start-up should
be delayed until a constant water flow is assured.
596 Fermentation and Biochemical Engineering Handbook
7.0 WATER SOFTENING
Water is softened to remove the scale-forming hardness elements.
Soft water is required for boilers, water heaters, cooling towers, reverse
osmosis systems, etc. Softening is an ion-exchange process which replaces
almost all ofthe metallic or cations by sodium ions and sometimes, the anions
with chlorine ions. Therefore, a constant supply of salt is required.
A softener may be used in conjunction with a deionizer on certain
water supplies to provide softened water for use in regeneration. This will
prevent the formation of insoluble precipitates within the deionizer resin bed.
It is important to note that softening does not remove silica, which
forms a very hard scale that is not easily removed. In addition, softening does
not remove chloride which can cause stress corrosion cracking in stainless
steel.
A freshly regenerated resin bed is in the sodium @a+) form. When
in service, sodium cations are exchanged for undesirable quantities of
calcium (Ca++), magnesium (Mg++), and iron (Few) ions. Sodium ions
already present in the raw water pass through the process unchanged. Upon
exhaustion ofthe resin, as indicated by unacceptable hardness leakage, most
systems are designed to go automatically into regeneration. It should be
noted that although the water is softened, the total dissolved solids content
remains unchanged. Further, the effluent contains the same anions as the
supp 1 y water.
Softeners can be a microbial concern. A dark and moist column
interior can provide a growth environment. The regeneration cycle which
uses concentrated brine solution and a backwash cycle aids in reducing the
bioburden. Softeners should be regenerated based on a time clock set for
twice weekly regenerations and on a volumetric flow of water, whichever is
shorter. Since the regeneration cycle removes the softener bed from opera-
tion, a dual bed system is often specified.
8.0 ACTIVATED CARBON
Activated carbon has long been used as an effective means of
removing organics, chlorine, chlorates, other chlorine compounds and objec-
tionable tastes and odors. The organics removed include pesticides, herbi-
cides and industrial solvents for which activated carbon has diverse capacity.
Typically, carbon filters are operated at a flow rate of 1-2 gpm/ft3 of activated
carbon.
Water Systems for Pharmaceutical Facilities 59 7
Since chlorine is removed from water by the carbon, extra care is
required from here on to protect against bioburden growth. Carbon beds
themselves are good breeding grounds for bacteria. To keep the system in
check, a recirculation system as depicted in Fig. 3 is recommended. The
constant recirculation avoids water stagnation and reduces viable bioburden
growth.
Filtered
Water
5 Mlcron
Fllter
0
I
Drain
Figure 3. Activated Carbon.
Activated carbon is manufactured by heating selected grades of coal
or other higher carbonaceous material in the absence of oxygen. This
“activation” process burns out impurities and produces a honeycomb-like
structure containing millions of tiny pores. The structure provides a large
total surface area that enables the carbon to adsorb (attract and hold to the
surface) large quantities of contaminants. Chlorine, or its related elements,
are first adsorbed on the surface of the pores where they react with the carbon
to liberate chloride. Because ofthis reaction and deterioration of chlorine, the
capacity of activated carbon for chlorine removal is exceedingly high. In
addition to chlorine removal and adsorption of organics, the granular carbon
is an effective filter. Although removal of turbidity will shorten the carbon
life by blocking pores, the carbon will function as an excellent filter. Particle
removal down to 40 microns can be achieved with freshly backwashed beds
of carbon.
598 Fermentation and Biochemical Engineering Handbook
Carbon beds are backwashed to remove carbon fines and suspended
matter which have been filtered by the bed. Backwashing does not regenerate
the carbon. Sanitizing and some degree of regeneration can be effected by
passing low pressure steam or hot water through the carbon bed. The degree
of regeneration is limited and the carbon must be replaced periodically (once
every 1-2 years). Steam is of course more effective than hot water for
sanitization, but it does cause some carbon degradation.
9.0 ULTRAVIOLET PURIFICATION
In high purity water systems, UV light is often used in-line to control
microorganism contamination. Use of UV as a disinfectant is somewhat
controversial. In the author’s opinion, UV as an added measure is worth-
while; however, it should not be totally relied on to keep the water clear of
bacterial contaminants. UV systems cannot correct for a poorly designed
water system. Also, note that UV kills microorganisms and hence generates
pyrogens.[21 In most cases, microorganisms can be filtered out, while
pyrogens cannot be.
To be effective, UV radiation at a wavelength of 2537 A must be
applied. A minimum dosage of 16,000 microwatt-seconds per cm2 must be
reached at all points throughout the water chamber. Appendix I1 is a
summary statement by the Department of Health, Education and Welfare on
the use of UV as a disinfectant.
During construction and installation, extra care should be taken in
handling the UV unit. The UV lamp sleeves are made of quartz, since glass
filters UV radiation, and are very fragile. The same is true in the start-up;
the lamps can break when the unit is first pressurized. It is recommended that
spare lamps be kept on hand. Lamps also get broken during start-up if they
are turned on when there is no flow. They get hot before the flow is
established and then cold water causes them to break. Finally, avoid looking
directly at the lamps while they are on. UV radiation can cause eye damage.
A port equipped with a thick glass cover is provided to visually check the
lamps.
10.0 DEIONIZATION
Deionization is the process of removing the dissolved ionized solids
from water by ion exchange. Ion exchange can be defined as a reversible
exchange of ions between a solid (resin) and a liquid (water). The major
Water Systems for Pharmaceutical Facilities 599
portion oftotal dissolved solids is mineral salts, such as calcium bicarbonate,
magnesium sulfate, and sodium chloride. Since deionization requires the
removal of all ions, both the negatively charged anions and the positively
charged cations, materials capable of altering both are required. These
materials are known as cation exchange resins and anion exchange resins.
The ion exchange resins are contained in pressure tanks, and the water to be
deionized is forced through the resins. Typically, deionizers are either dual
bed or mixed bed systems.
Dual-bed models have two separate resin vessels, the first being a
cation unit followed by an anion unit. Cation resin collects the positively
charged cations such as calcium, magnesium or sodium and exchanges them
for hydrogen. The discharge from the cation tank is very acidic.
There are two types of anion units. Strong base anion resin units
remove all anions including silica and carbon dioxide. Removal of silica and
CO, are specially important prior to distillation in a unit such as a WFI still.
They typically produce a deionized water with a pH greater than 7. Weak
base anion units are used when removal of silica and carbon dioxide are not
required. Mixed bed units contain both the anion and the cation resins in one
vessel. Mixed bed discharge pH is typically around 7.0, neutral.
After a time, the resins are exhausted and must be regenerated. This
is done with a strong acid and a strong base. Cation resin is typically
regenerated with hydrochloric or sulfuric acid. Anion resin is normally
regenerated with sodium hydroxide. A neutralization tank is generally
necessary to adjust the pH before waste effluent from regeneration can be
discharged into the sewer. The neutralization tank and system should be
placed close to the DI (deionization) system, this is due to the fact that strong
acid and base solutions will have to be piped between the two systems. Before
hookup, all lines should be flushed. For obvious reasons, mixed bed
deionizers are more difficult to regenerate.
The quality or degree of deionization is generally expressed in terms
of specific resistance (ohms) or specific conductance (mhos). Ionized
material in water will conduct electricity. The more ions, the more conduc-
tivity and the less resistance. When ions are removed, resistance goes up, and
therefore the water quality is improved. Completely deionized water has a
specific resistance of 18.3 megohms centimeter.
During construction, the DI system should preferably be positioned
before all the walls are erected so the skid can be kept upright, in which case
the vessels can be charged with the resins by the vendor before they are
shipped. This would reduce chances of damage to the internals during
loading. Again, sufficient time should be allowed to reconnect all the control
600 Fermentation and Biochemical Engineering Handbook
air (or water) lines which are disconnected before shipping. To avoid bacteria
buildup, start-up should be delayed until the system is ready to be placed in
use with constant water flow.
If the vessels are going to be charged with the resins at the site, it is
better to pump a slurry solution of the resin into the vessels instead of
physically dumping it through the manway. Make sure to backwash for fines
after loading. Upon completion, test for resin and other leaks.
As usual, good planning is important. Make sure sufficient amounts
of all the necessary chemicals are on hand and are of the right grade. Along
with the skid, materials will include a number of loose boxes containing
plastic pipes and fittings, remote items, and perhaps the resin, all of which
should be identified and kept safe for the installation. Do not put chlorinated
city water directly into the resin beds even for washing. Also, do not
recirculate DI water directly to the carbon unit as it will leach out organics.
Here, also, a recirculation system is recommended to keep a constant flow
through the unit at all times.
To minimize down time, alternating deionization systems are speci-
fied so that one DI unit is on line while the second unit regenerates or
recirculates in a standby mode. A regeneration cycle is usually 3 to 4 hours
long. The frequency of regeneration is governed by both operating cost and
potential bacterial buildup. The regeneration with acid and caustic serves to
sanitize the resin bed. Deionizers, in the pharmaceutical industry are
generally regenerated every one to three days.
Off-site regenerated DI canisters are available as a service to the
industry. Due to the difficulty associated with handling, storage and sewer
discharge ofthe caustic and acid chemicals needed for the regeneration, many
users choose this alternative. Service exchange DI (SDI) is economically
justified when the quantities of DI needed are relatively small (0.5 to 25 gpm).
SDI systems are also used downstream to polish water that has been treated
before. When the resins are exhausted, a service technician exchanges them
for fully regenerated units.
Another alternative for water deionization, is continuous deioniza-
tion (CDI). This technologically innovative deionization process was
developed by Millipore Corporation and is currently marketed by Ionpure. It
uses electricity across ion exchange membranes and resins to remove ions
from a continuous water stream. No chemical regeneration is required. A
waste stream, carrying the rejected ions, of less than 10% of the feed water
is required.
Water Systems for Pharmaceutical Facilities 601
11.0 PURIFIED WATER
Purified water is typically prepared by ion exchange, reverse osmo-
sis or acombination ofthe two treatment processes. Purified water is intended
for use as an ingredient in the preparation of compedial dosage forms. It
contains no added substances, and is not intended for use in parenteral
products. It contains no chloride, calcium, or sulfate, and is essentially free
of ammonia, carbon dioxide, heavy metals, and oxidizable substances. Total
solids content will be no more than 10 ppm, pH will be 5-7, and the water will
contain no coliforms, The United States PharmacopoeiaNational Formulary
(USP) requires that purified water comply with EPA regulations for bacte-
riological purity of drinking water (40 CFR 141.14, 141.21). Table 4 is a
quantitative interpretation of United States Pharmacopoeia XXI standards
for purified water.[*]
Table 4. USP Purified Water[']
Constituent Purified Water
PH
Chloride
Sulfate
Ammonia
Calcium
Carbon Dioxide
Heavy Metals
Oxidizable Substances
Total Solids
Total Bacterial Count
P yrogens
5.0-7.0
<0.5 mg/L
<1 .O mg/L
<0.1 mgL
<1.0 mg5
4.0 mg/L
<0.1 mg/L as Cu
Passes USP Permanganate Test
<10 mg/L
<50 cfu/ml
None Specified
USP XXII (published 1990) purified water standards remain the
same as USP XXI. Purified water is essentially equal to deionized water, at
least chemically (not necessarily biologically). Figures 1 and 2 outline the
most common methods of purified water generation. After the deionization
process, water is collected in a storage tank. A distribution loop takes water
from the storage tank to all use points and then back to the storage tanks.
602 Fermentation and Biochemical Engineering Handbook
The purified water temperature is typically maintained at 60 to 80°C
(hot), ambient, or 4°C (cold). A number of heat exchangers are located
around the loop and after the DI system to achieve and maintain the desired
temperature. Ifthe system is hot, point-of-use heat exchangers should be used
to obtain ambient water. A design engineer would need to evaluate a given
system, and strategically locate and size heat exchangers to both maintain the
temperature in the loop and to provide water to the use points at the desired
temperatures.
Regardless of the system temperature selected, the storage tank and
the loop must be sanitized periodically. For the stainless steel system outlined
above, sanitization implies raising the water temperature to 80°C (at a
minimum) at the cold point and maintaining it for the validated time interval.
This is often done automatically off shift.
Another commonly used approach to purified water generation,
storage and distribution is RODI. Figure 4 is a schematic of an ROD1
approach. The components in this type of system are usually all plastic,
therefore, sanitization is done chemically. Use of a sterilizing 0.2 micron
filter in addition to, or instead of, the resin filter should be resisted. This
practice may appear beneficial, but it is specifically prohibited by the
proposed LVP GMP’s (proposed CFR 212.49) and it is not recommended.
HoI Raw Cold
a
I
m
Oll/Ofl
PVC Or Polyprop Linu
FRP
Stwage
lank
Figure 4. USP purified water (ROD1 water)
Water Systems for Pharmaceutical Facilities 603
12.0 REVERSE OSMOSIS
The only component of ROD1 purified water not yet discussed is the
reverse osmosis system (RO). Reverse osmosis operates at a pressure in the
range of 200 to 400 psig or higher, forcing water through membranes. The
reverse osmosis process should reject about 95 to 97% of the ionizable salts
and 99%oforganics withmolecular weight over 300. It is extremely effective
in rejecting bacteria and pyrogens.
Due to the significant reduction in ionizable salt concentrations, RO
systems are often used as a pretreatment method before a DI system. An RO
before a DI reduces the size of the deionizer, reduces the consumption of
regenerate chemicals and may reduce the length of the deionizer required
service cycle.
Osmosis is the procedure by which two solutions separated by
semipermeable membrane interchange a solvent. The solvent moves from the
solution that is low in solute to the solution that is high in solute through the
semipermeable membrane in order to equalize the concentration on both sides
of the membrane. By applying water, under pressure, to this semipermeable
membrane, the process of osmosis is reversed, forcing pure water through the
membrane and leaving a concentrated solution behind. The concentrated side
is continuously removed to prevent fouling. A typical RO used in water
systems is designed to reject 25 to 50% of the feed water continuously.
Even at these rejection rates, the dirty side of the membranes rapidly
build up undesirable bacterial concentrations. To alleviate this potential
problem, the membranes are normally automatically flushed on a continued
cycle basis, say 3 to 8 minutes every four hours. Full sanitization with a
sanitization chemical like phosphoric acid is required periodically based on
continual monitoring of pressure drop, conductivity and bacterial count. To
hrther reduce bacterial count, RO systems should be sized for 24 hours per
day operation to minimize water stagnation.
The two most common RO membrane configurations used in water
treatment today are spiral-wound and hollow fiber. The spiral-wound
elements can operate at a higher pressure and at a higher silt density index
(SDI) than the hollow fiber type, and thus may require less pretreatment (and
are more tolerant of pretreatment upsets). They also are easier to clean than
the hollow fiber type. The main advantage of the hollow fiber configuration
is that it has the highest amount of membrane area per unit volume, thus
requiring less space. Since there is only one hollow fiber element per pressure
vessel, it is easier to troubleshoot, and it is easier to replace membrane
modules.
604 Fermentation and Biochemical Engineering Handbook
Each membrane configuration is available in different materials, the
most common being cellulose acetate and polyamide. Cellulose acetate type
membranes have a tight feed water pH specification (5.0-6.5) usually
requiring acidification of the feed water and are subject to bacterial degra-
dation, requiring some (up to 1.0 ppm) free chlorine in the feed water.
Polyamide membranes can operate continuously over a broader pH range
(4.0-1 1 .O) and thus may utilize softening instead of acidification in order to
prevent formation of insoluble precipitates at the membrane interface. They
are subject to oxidation by even trace amounts offree chlorine, thus requiring
activated carbon prefiltration and/or sodium bisulfite addition. The operat-
ing temperature range is typically 32-104°F (O-4O0C), but the membrane
productivity usually is rated at 77°F (25"C), thus equipment is often used to
regulate the feed water temperature to the 77°F design point.
Should the RO system outlet conductivity be unsatisfactory, the
outlet water should be diverted automatically to drain until the problem is
resolved.
13.0 WATER FOR INJECTION
USP requires water for injection (WFI) to be produced by distillation
or by reverse osmosis. In the pharmaceutical industry however, distillation
is currently the preferred method for WFI generation. A double-pass reverse
osmosis unit is sometimes used. A single pass RO is not recommended for
WFI generation. Water for injection is intended for use as a solvent for the
preparation of parenteral solutions and the final rinse of all parenteral product
contact surfaces.
Water for injection must meet the USP purified water requirement
discussed and contain no added substances. Table 5 is a quantitative
interpretation of United States Pharmacopoeia XXI, Standards For Water
For Injection.[']
Note that WFI is essentially the same as purified water with the
exception of endotoxins and bacteriological purity. USP requires WFI to
contain less than 0.25 USP Endotoxin Unit per ml. The USP has no
bacteriological purity requirements for WFI at all. However, the proposed
large volume parental GMP's (CFR 212.49) requires counts less than 10
CFU/100 ml.
Water Systems for Pharmaceutical Facilities 605
Table 5. USP Water for Injection[']
Constituent Water For Injection
PH
Chloride
Sulfate
Ammonia
Calcium
Carbon Dioxide
Heavy Metals
Oxidizable Substances
Total Solids
Total Bacteria Count
Pyrogens
5.0-7.0
<OS mg/L
<1.0 mg/L
<0.1 mg/L
<1 .O mg/L
-3.0 mg/L
<0.1 mg/L as Cu
Passes USP Permanganate Test
<10 mg/L
<lo cfu/lOO ml
0.25 EU/ml
Figure 5 summarizes a typical WFI storage and distribution system.
Pretreated water is fed to the WFI still preheater by level control and on to an
evaporator heated with the plant process steam. The evaporated water should
go through filtersheparators to remove entrained droplets. The steam is
condensed with cooling water, and then partially reboiled to remove dissolved
gases. The distillate is fed to a WFI storage tank. A conductivity monitor
diverts under specification distillate to drain. WFI production is controlled
by an ordoff level control in the WFI storage tank. Boiler controls are
incorporated in the WFI still. The still is vented automatically when on
standby waiting for level control to request water.
The WFI recirculating loop velocity is designed to ensure turbulent
flow and is generally 5-10 Wsec. The WFI recirculation loop is designed to
run continuously. At peak use rate, the water velocity in the pipes should be
2 Wsec or more.
Standard control methods are used for the WFI tank. A water high
level switch (LSH) turns the WFI still off or on depending on whether the
water level is at or below the LSH point. A water low level switch (LSL) is
interlocked to the recirculation pump to shut it off should the level reach the
LSL point.
606 Fermentation and Biochemical Engineering Handbook
n
Conductlvlty
Meter
shunt to
Draln
I
c
Holding Tank
Figure 5. Water For Injection.
The WFI storage tank water is usually maintained at about 80°C.
This water may be temperature controlled (heated) at the return end of the
WFI loop via a WFI heat exchanger (shell and tube double tube sheet) or a
hotjacket may be used. A heat exchanger is the preferredmethod. Where cool
WFI is required, point of use coolers (double tube sheet) or a cool WFI loop
is provided. Considerable control effort is needed for the point of use cooler
design to meet the continuous flow non-stagnancy standards.
All pipelines used in a WFI generation, storage or distribution must
be sloped to provide for complete drainage. No pipe segment not in regular
use can be greater in length than six diameters of the unused pipe measured
from the axis of the pipe in use.
A WFI system must be sampled and tested at least once a day. All
sampling ports or points of use in the distribution system shall be sampled at
least weekly.
It must be kept in mind that WFI is an extremely aggressive solvent,
especially at 80°C. Therefore, the still, storage tank(s), and the distribution
system are generally 300 series stainless steel with welded joints wherever
possible. All surfaces that come in contact with the water are, at a minimum,
Water Systems for Pharmaceutical Facilities 60 7
smooth and manually polished to a #4 finish (150 grit) and passivated to
prevent corrosion. Welds are made with automatic arc welders under inert
atmosphere to prevent chromium migration, carbide and oxide formation,
inclusions, or incomplete penetration ofthe joint. All connections that are not
welded should be sanitary in design to eliminate crevices where corrosion can
occur and bacteria can grow.
GMP’s do allow storage at ambient temperatures, but if this option
is chosen, the water must be tested on a batch basis, and can only be held for
24 hours before it must be discarded. Therefore, a hot loop may turn out to
be less expensive than a system without the heated loop in the long term.
All maintenance on the WFI system must be performed by trained
personnel and carefully documented. Maintenance personnel must be fully
aware of any impact that their activities may have on the system and on the
facility. All maintenance will require careful planning and coordination with
manufacturing and quality control personnel.
14.0 WATER SYSTEM DOCUMENTATION
It is necessary to maintain accurate blueprints of all water systems
for FDA review and to comply with cGMP’s. It is also critical to the integrity
ofthe system that the validation be kept current. In order to accomplish these
objectives, a change control procedure must be implemented that ensures that
all changes to the system are fully documented, and all anticipated changes
are evaluated by appropriate personnel for potential adverse effects on the
system prior to implementation. Based on this evaluation, decisions are made
about the need for revalidation to guarantee that the system remains under
control.
With this procedure in place, it is much less likely that the status of
the system will be altered haphazardly, and that changes will not occur
without the review and consent of appropriate personnel.
608 Fermentation and Biochemical Engineering Handbook
APPENDIX I: EXISTING AND PROPOSED U. S. EPA
DRINKING WATER STANDARDS
PRIMARY REGULATIONS
Contaminants Existing Proposed Best Available
MCL mgAl MCL mgA2 Technologies
(BAT)3
INORGANICS
Arsenic
Asbestos
Barium
Cadmium
Chromium
Fluoride
Lead
Mercury
Nitrate
Nitrite
Selenium
MICROBIALS
Coliforms
Giardia Lamblia
Legionella
Viruses
Standard Plate
Count
Turbidity
0.05
----
I .o
0.01
0.05
4.0
0.05
0.002
----
1-5 mtu
0.05
7 MFL4
5.0
0.005
0.1
4.0
0.005
0.002
10
1 .o
0.05
C/F, LS, RO
UF, SF, C/E
LS, CS, RO
C/F, LS, CS, RO
CE, LS, cs,
AX, RO
AX, RO
C/F, LS, CS, SF,
RO
C/F, GAC, CS,
RO
AX, RO
LS, RO
LS, RO, C/F
C/F, CL, SF
C/F, CL, SF
C/F, CL, SF
C/F, CL, SF
C/F, CL, SF
C/F, CS, SF
Water Systems for Pharmaceutical Facilities
609
APPENDIX I: (Cont'd)
Contaminants Existing Proposed Best Available
MCL mgA' MCL mgA2 Technologies
(BAT)3
ORGANICS
Acrylamide
Alachlor
Aldicarb
Aldicarb
Sulfoxide
Aldicarb
Sulfone
Atrazine
Carbofuran
Chlordane
cis- 1,2,-Dichloro-
ethylene
Dibromochloro-
propane
(DBCP)
1,2-Dichloro-
propane
0-Dichlorobenzene
Endrin
Ethylenedibromide
Epichlorohydrin
2,4-D
(EDB)
0.0005 GAC, OX
0.002 GAC
0.01 GAC, OX
0.01 GAC
0.04 GAC
0.003 GAC
0.04 GAC, RO, OX
0.002 GAC, PTA, RO
0.07 GAC, PTA
0.0002 GAC, PTA
0.005 GAC, PTA
0.6 GAC, PTA
0.07 GAC, RO
0.0002 GAC, PTA, RO
O.O0005PTA, GAC
0.005 not known
61 0 Fermentation and Biochemical Engineering Handbook
APPENDIX I: (Cont’d)
Contaminants Existing Proposed Best Available
MCL mg/ll MCL mg/12 Technologies
(BAT)3
ORGANICS
Ethylbenzene ----
Heptachlor ----
Heptachlor epoxide ----
Lindane 0.004
Methoxychlor 0.1
benzene ----
chlorinated
Monochloro-
PCB’S Poly-
Biphenyls ----
Pentachlorophenol ----
Styrene ----
Tetrachloroethylene ----
Toluene ----
2,4,4 -TP 0.02
Toxaphene 0.005
trans-l,2-Dichloro-
Xylenes (Total) ----
Trihalomethanes 0.1
ethylene ----
0.7
0.0004
0.0002
0.0002
0.4
0.1
0.0005
0.2
0.005
0.005
2
0.05
0.005
0.1
10
0.2
PTA
GAC, OX
GAC
GAC, RO, OX
GAC, RO, C/F
GAC
GAC, OX, RO
GAC
GAC, PTA, OX
GAC, PTA
GAC, PTA
GAC
GAC, PTA
GAC, PTA
GAC, PTA
GAC
Water Systems for Pharmaceutical Facilities 61 1
APPENDIX I: (Cont’d)
Contaminants Existing Proposed Best Available
MCL mg/P MCL mgA2 Technologies
(BAT)3
RADIOISOTOPES
Beta particles 4 mrem 4 mrem RO
Gross alpha
Radium 226 & 228 5 pCi/l
particles 15 pCiA 15 pCi/l CS, LS, RO
CS, LS, RO 5 pci/l
RADIOISOTOPES
Radon 222 ---- 2 00-2 0 0 0 PTA
pci/l
Uranium ---- 20-40 pCi/l CS, LS, RO
VOLATILE ORGANIC CHEMICALS
Benzene 0.005
Carbon Tetra-
chloride 0.005
1,l -Dichloro-
ethylene 0.007
1,2-Dichloroethane 0.005
para-Dichloro-
benzene 0.075
1, 1,l -Trichloro-
ethane 0.2
Trichloroethylene 0.005
Vinyl Chloride 0.002
0.005
0.005
0.007
0.005
0.075
0.2
0.005
0.002
GAC, PTA
GAC, PTA
GAC, PTA
GAC, PTA
GAC, PTA
GAC, PTA
GAC, PTA
PTA
612 Fermentation and Biochemical Engineering Handbook
APPENDIX I: (Conr 'd)
In addition to the eight regulated volatile organics, there are 51
unregulated VOC's which may require an initial monitoring once during a
four year period.
Contaminants Existing Proposed Best Available
MCL mg/P MCL mgA2 Technologies
(BAT)3
Aluminum
Chloride
Copper
Fluoride
Iron
Manganese
Silver
Sulfate
TDS
zinc
----
250
1
2
0.3
0.05
250
5 00
5
---a
0.05
250
1
2
0.3
0.05
0.09
250
5 00
5
CS, RO, LS
RO
LS, CS, RO
AX, RO
C/F, LS, CS, SF
C/F, LS, CS, RO
C/F, LS, CS, RO
C/F, AX, RO
C/F, RO
C/F, LS, CS, RO
KEY TO BEST AVAILABLE TECHNOLOGIES (BAT)
Ax-
c/F -
CL -
cs -
GAC -
LS -
ox -
PTA -
RO -
SF -
us -
Anion exchange
Coagulatiodflocculation (Le,, addition of alum or ferric sulfate
Disinfection by chlorine
Cation softening with salt
Granular activated carbon
Lime softening
Oxidation by ozone
Packed tower aeration
Reverse osmosis
Sand filtration or similar media
Ultra filtration
followed by settling and filtration)
* Existing maximum contaminant levels, National Drinking Water Standards.
* Proposed or likely maximum contaminant levels under current development per revisions
of the Safe Drinking Water Act.
The stated best available technologies are a guideline only for general approaches to
treatment of the listed contaminants. See key on last page.
Million fibers per liter (fibers over 10 micron).
Water Systems for Pharmaceutical Facilities 613
APPENDIX 11: DEPARTMENT OF HEALTH, EDUCATION AND
WELFARE PUBLIC HEALTH SERVICE
Division of Environmental Engineering and Food Protection
Policy Statement on
Use of the Ultraviolet Process for Disinfection of Water
The use ofthe ultraviolet process as a means of disinfecting water to
meet the bacteriological requirements of the Public Health Service Drinking
Water Standards is acceptable provided the equipment used meets the criteria
described herein.
In the design of a water treatment system, care must be exercised to
insure that all other requirements of the Drinking Water Standards relating
to the Source and Protection, Chemical and Physical Characteristics, and
Radioactivity are met. (In the case of an individual water supply, the system
should meet the criteria contained in theManual oflndividual Water Supply
Systems, Public Health Service Publication No. 24.) The ultraviolet process
of disinfecting water will not change the chemical and physical characteris-
tics of the water. Additional treatment, if otherwise dictated, will still be
required, including possible need for residual disinfectant in the distribution
system.
Color, turbidity, and organic impurities interfere with the transmis-
sion of ultraviolet energy and it may be necessary to pretreat some supplies
to remove excess turbidity and color. In general, units of color and turbidity
are not adequate measures ofthe decrease that may occur in ultraviolet energy
transmission. The organic nature of materials present in waters can give rise
to significant transmission difficulties. As a result, an ultraviolet intensity
meter is required to measure the energy levels to which the water is subjected.
Ultraviolet treatment does not provide residual bactericidal action,
therefore, the need for periodic flushing and disinfection of the water
distribution system must be recognized. Some supplies may require routine
chemical disinfection, including the maintenance of a residual bactericidal
agent throughout the distribution system.
61 4 Fermentation and Biochemical Engineering Handbook
Criteria for the Acceptability of an Ultraviolet Disinfecting Unit
1. Ultraviolet radiation at a level of 2,537 Angstrom units
must be applied at a minimum dosage of 16,000 micro-
watt-seconds per square centimeter at all points through-
out the water disinfection chamber.
2. Maximum water depth in the chamber, measured from the
tube surface to the chamber wall, shall not exceed three
inches.
3. The ultraviolet tubes shall be:
(a) Jacketed so that a proper operating tube tempera-
(b) The jacket shall be of quartz or high silica glass with
4. A flow or time delay mechanism shall be provided to
permit a two minute tube warm-up period before water
flows from the unit.
5. The unit shall be designed to permit frequent mechanical
cleaning ofthe water contact surface ofthe jacket without
disassembly of the unit.
6. An automatic flow control valve, accurate within the
expected pressure range, shall be installed to restrict flow
to the maximum design flow of the treatment unit.
7. An accurately calibrated ultraviolet intensity meter, prop-
erly filtered to restrict its sensitivity to the disinfection
spectrum, shall be installed in the wall of the disinfection
chamber at the point of greatest water depth from the tube
or tubes.
8. A flow diversion valve or automatic shut-off valve shall
be installed which will permit flow into the potable water
system only when at least the minimum ultraviolet dosage
is applied. When power is not being supplied to the unit,
the valve should be in a closed (fail-safe) position which
prevents the flow of water into the potable water system.
9. An automatic, audible alarm, shall be installed to warn of
malfunction or impending shutdown if considered neces-
sary by the Control or Regulatory Agency.
ture of about 150°F is maintained.
similar optical characteristics.
Water Systems for Pharmaceutical Facilities 61 5
10. The materials of construction shall not impart toxic
materials into the water either as a result of the presence
of toxic constituents in materials of construction or as a
result of physical or chemical changes resulting from
exposure to ultraviolet emergency.
1 1. The unit shall be designed to protect the operator against
electrical shock or excessive radiation.
As with any potable water treatment process, due consideration must
be given to the reliability, economics, and competent operation of the
disinfection process and related equipment, including:
1. Installation ofthe unit in a protected enclosure not subject
to extremes of temperature which cause malfunctions.
2. Provision of a spare ultraviolet tube and other necessary
equipment to effect prompt repair or qualified personnel
properly instructed in the operation and maintenance of
the equipment.
3. Frequent inspection of the unit and keeping a record of all
operations, including maintenance problems.
Special Note
This criteria was established after numerous tests were conducted on
an Ultra dynamics Ultraviolet Water Purifier System by the U. S. P. H. S.
Ultra dynamics Purifiers meet and surpass the above criteria.
REFERENCES
1. Brown, J, Jayawardena, N., and Zelmanovich, Y., Water sys-
tems for Pharmaceutical Facilities, Pharmaceutical Engineer-
ing, 11(4):15-2 (1991)
Parise, P. L., Panekh, B. S., and Waddington, G., Ultrapure
Water (November, 1990)
2.