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Ozone
Secondary Disinfection
      System
          for

Public Swimming Venues
Under MAHC Compliance
   January 1, 2013
Public Health Responsibility

• Swimming is the third most popular sport in the
  United States; encompassing all age groups
• It is estimated that there are about 360,000 public
  pools in the U.S.
• Considering that most public swimming venues are
  essentially communal baths, there is an enormous
  task to protect public health from communicable
  diseases and other health hazards
• Approved technologies currently available to help
  provide a safe and healthy aquatic experience to all
  swimmers should not be ignored

                                                    2
Cryptosporidium parvum Outbreaks




 136 outbreaks of cryptosporidiosis worldwide from 1988 to 2004 (68 in U.S.) with 92% in disinfected venues

 - Centers for Disease Control in Atlanta - 2008 reported 10,500 cases                               3
Water Quality Issues and
Cryptosporidium parvum Outbreaks


•   CDC swimming pool surveillance reports show that of the 21,500
    inspections conducted between May and September of 2002, water
    chemistry violations were found at 38.7% of these facilities, 14.3%
    of the violations were for inadequate disinfection levels at
    therapy pools
    (CDC Surveillance Data from Swimming Pool Inspections --- Selected States
    and Counties, United States, May – September 2002. 2003. MMWR 52(22);
    513-516)

•   During 2008, inspectors in 15 jurisdictions performed 120,975
    inspections and found 12,917 (10.7%) identified disinfectant
    level violations
    (CDC Surveillance Data from Swimming Pool Inspections --- Selected States
    and Counties, United States Morbidity and Mortality Weekly report (MMWR) May
    21, 2010 / 59(19);582-587)

•   In one of the largest outbreaks reported, approximately 2,300
    persons developed cryptosporidiosis following exposure to a New
    York spray park
    (Surveillance for Waterborne Disease and Outbreaks Associated with
    Recreational Water Use and Other Aquatic Facility -- Associated Health Events
    --- United States, 2005—2006 MMWR Surveill Summ. September 12, 2008 /
    57(SS-9);1-38)                                                                4
Recreational Water Illness

• Chlorine has been the standard water treatment chemical for
  public pools since 1961 (U.S. Public Health Service)
• Chlorine is effective in reaching certain water quality standards,
  however scientists are learning more about its limitations and
  hazards in public swimming venues
• Recreational Water Illness (RWI) has become wide spread in
  the US in public pool venues and is increasing annually; posing
  a significant public health and liability risk
• RWI is a term coined by the Centers for Disease Control and
  Prevention (CDC) to describe illnesses caused by
  microorganisms as well as those from chloramines
    – Some microorganisms including Pseudomonas aeruginosa, E. coli,
      Staphylococcus aureus, Giardia and Cryptosporidium parvum
      (Crypto), can cause serious illness in swimmers
    – Chloramines can cause breathing disorder illnesses sometimes
      called “Swimmers Asthma”
                                                                       5
Model Aquatic Health Code
         (MAHC)
• Currently there is no uniform national standard for
  water quality or RWI response
• To address this, the CDC has developed a Model Aquatic
  Health Code (MAHC)
• State and Federal public health officials along with
  industry professionals from across the US, have
  participated for five years in the creation of the MAHC’s
  twelve modules which include the best available
  standards and practices for protecting public health
• The MAHC is formatted to be easily adopted by state
  and local health departments
• The CDC states it is “intended to transform the typical
  health department program into a data-driven,
  knowledge-based, risk reduction effort to prevent
  disease and injuries and promote healthy recreational
  water experiences”                                          6
MAHC Disinfection &
   Water Quality Module
The Disinfection and Water Quality Module contains
  requirements for new or modified construction
  that include:
• Primary disinfectant levels set
• Secondary disinfection required for “increased
  risk” aquatic venues such as interactive features,
  spray pads, wading pools, and other venues
  designed primarily for diaper-aged children as well
  as therapy pools
• Combined chlorine maximum levels set
• Prohibition of cyanuric acid in Indoor facilities and
  “increased risk” aquatic venues
                                                      7
Secondary Disinfection
        Systems SDSs

• When the MAHC is published in spring of 2013, it will include a
  section on the importance of Secondary Disinfections Systems
  (SDSs) to significantly reduce RWIs (caused by microorganisms
  and chloramines)
• According to the MAHC
   – All Secondary Disinfection Systems (SDSs) must be certified
     to NSF/ANSI Standard 50 by an ANSI-Accredited third-party
     testing and certification organization to verify that they
     provide the minimum inactivation of Cryptosporidium
     parvum in the full flow
   – All Secondary Disinfection Systems (SDSs) must provide a
     minimum of 3 log (99.9%) inactivation of Cryptosporidium
     parvum in the full flow, prior to return of the water to the
     pool or aquatic feature at the minimum turnover rate
• Approved SDSs are Ozone systems and UV systems

                                                                    8
MAHC Disinfection & Water
 Quality SDS Aquatic Venues
The new construction or substantial renovation of the following
  INCREASED RISK AQUATIC VENUES shall be required to use a
  SECONDARY DISINFECTION SYSTEM after adoption of this CODE:
1) AQUATIC VENUES designed primarily for diaper-aged children
   (children <5 years old), such as
   a. wading POOLS,
   b. water activity POOLS,
   c. interactive water features with no standing water,
   d. SPRAY PADs, and
2) Therapy pools
Optional SECONDARY DISINFECTION SYSTEMS may be installed on all
  other aquatic venues not specified above to provide the same
  quality of protection to bathers

                                                                9
Definitions of Ozone and UV

• Ozone is a gas that is dissolved in water to kill
  microorganisms, destroy organics, and break
  down chloramines by oxidation. This occurs
  immediately at the ozone gas injection point,
  and continues as the side-stream remixes with
  the main return. A small residual (~0.1 PPM) of
  dissolved ozone will enter the pool, providing
  further oxidation of contaminants.
• UV light inactivates microorganisms and breaks
  down chloramines with light energy. This
  happens while the water is in the UV chamber
  only, and as long as the water has no turbidity.
  No further process occurs once the flow leaves
  the chamber. UV provides no oxidation except
  as trace amounts as a result of the formation of
  a limited number of hydroxyl free radicals in or
  near the UV chamber.                             10
Properties of Ozone
•   Ozone (O3) is a gas derived from oxygen which can be readily dissolved in
    water
•   Ozone has a fresh scent at low concentrations and smells pungent at higher
    concentrations
•   Gaseous Ozone dissolved in water is referred to as Aqueous Ozone (which has
    no odor)
•   Ozone is a powerful antimicrobial oxidizer and sanitizer
•   Aqueous Ozone is an effective micro-flocculant
•   Aqueous Ozone is an effective anti-foaming agent
•   Aqueous Ozone is an effective antimicrobial agent
•   The disinfecting capability of 1 PPM Aqueous Ozone is equivalent to many
    times (10 to 4,000 times) the concentration of free available chlorine (Morris,
    1975 – Disinfection: Water & Wastewater), depending on pH, temperature,
    and on the specific microorganisms to be destroyed
•   Ozone is compatible with Chlorine in Swimming Pools
                                                                              11
Benefits of Ozone
• Ozone controls the chloramine levels in the water on average to 0.2
  PPM or less
• Ozone can eliminate “shock-oxidizing” for chloramine reduction
• Ozone offers significantly more oxidation than free available chlorine
  (FAC) alone
• Ozone provides a minimum 3 log (99.9 percent) kill of
  Cryptosporidium parvum and other RWI pathogens in a side-stream
  applied single-pass
• Ozone will destroy emerging pharmaceutical pollutants such as
  endocrine disruptors
• Ozone provides micro-flocculation to aid filtration and noticeably
  improve water clarity (eliminates foam from spas)
• Ozone destroys biofilm
• Chlorine consumption is reduced by 50-75% while still maintaining an
  FAC residual; at the lowest applied O3 dose of 1.6 PPM
                                                                       12
Can Ozone Stand Alone?


• Ozone’s role is actually as the primary sanitizer, and ozone
  disinfection will pass into the pool, but maintaining an ozone
  residual in the pool that is high enough to ensure continuous
  in-pool protection from bather-to-bather cross-contamination
  can be expensive; and present the risk of ozone off-gas

• With current technology it’s impractical to expect ozone to
  perform as a stand-alone sanitizer in a public swimming
  venue without a residual halogen in the pool (0.3-1.0 PPM)

• A low residual of chlorine, in conjunction with an
  appropriately sized and maintained ozone system, will be
  virtually undetectable even by the most sensitive bathers,
  and keep operating costs very low

                                                            13
How is Ozone Measured?

• Dissolved ozone is measured by an
  Oxidation Reduction Potential (ORP)
  monitor/controller in a swimming pool
• The ORP reading can range between 600
  mV to 900 mV at the point of introduction
  into the main return line before entering
  the pool
• An ORP of 800 mV is ~ 0.2 PPM dissolved
  ozone which is estimated to equate to
  ~40 PPM Cl in terms of oxidation and
  antimicrobial efficacy
                                          14
Breakdown of Pool Types

  Based on bather load and water
  temperature, four categories are
  identified
1. Recreation/Lap Pool     (78-85°F)
2. Therapy/Swim School Pool (86-94°F)
3. Wading Pool/Spray Pad   (80-88 °F)
4. Spa                     (94-104°F)


                                        15
Ozone Sizing Parameters

•    In each of the 4 categories, 1.6 PPM Ozone is applied
     to the total volume of the pool based on time, using a
     conversion constant of 0.227
•    The time value changes with each category (the
     higher the temperature and bather load, the more
     ozone is required)
1.   Recreation/Lap Pool         1.6PPM/24 hr (1440 min)
2.   Therapy/Swim School Pool    1.6PPM/12 hr (720 min)
3.   Wading Pool/Spray Pad       1.6PPM/4 hr (240 min)
4.   Spa                         1.6PPM/2 hr (120 min)



                                                           16
Ozone Retention Parameters

• Ozone is measured by the combination of
  applied Ozone Dose and Retention Time in
  the side stream (CT Value [Concentration X
  Time])
• Retention time for all pool types is a
  minimum of one minute, measured
  immediately at the injector outlet in the
  sidestream, inclusive of the volume of the
  degas tank, volume of the sidestream
  plumbing and the volume of the
  mainstream plumbing just prior to the
  halogen feed location and before entering
  the pool
                                          17
Sample Pool Ozone Sizing
• Pool Example
   – 100,000 Gallon Recreation/Lap Pool
      • Ozone dose is 1.6 PPM (D)

   – Volume/Minutes = Ozone Dose Flow (F)
      • 100,000/1440 = 69 GPM (F)

   – Generator Sizing Formula: D * F * 0.227 = Grams per
     hour Ozone Required
      • 100,000/1440 * 1.6 * 0.227 = 25 grams/hour

   – Retention Tank Sizing Formula: F * T (minutes) = Size of
     Retention in Gallons

      • 69 * 1 = 69 gallons
                                                           18
Ozone Regulatory
1976   EPA Approves Ozone as an Antimicrobial Oxidizer Device
1982 IBWA Bottled Water Association Approve Ozone as an
    Antimicrobial for Product, and Disinfectant for Filler Lines
1999   EPA Lists Ozone as Safe for Surface and Ground Water
2001 FDA/USDA Approve Ozone as an Antimicrobial Food
    Additive
2001 FDA/USDA Approve Ozone as a Food Contact Surface
    Disinfectant
2001 USDA National Organic Program Allows Ozone as an
    Antimicrobial Food Additive and Food Surface Disinfectant
2010 Ozone is added to the FDA Model Food Code as an
    approved antimicrobial surface sanitizer
2012 Ozone is recommended as a Secondary Disinfection          19
    System in the Model Aquatic Health Code
Ozone Safety
EPA approved
•   As a pesticide, ozone equipment must be registered by the EPA under the
    Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA). DEL Ozone is an
    EPA registered establishment (EPA Estab. No. 071472-CA-001).
OSHA Regulations for Ozone (Gaseous Only)
•   Health Hazard Data
     – Inhalation /Respiratory System, Eyes, Blood
•   PEL (Permissible Exposure Limit)
     – 8 hour Time Weighted Average 0.1 PPM Vol.
•   STEL (Short Term Exposure Limit)
     – 15 Minute 0.3 PPM Vol.
•   IDLH (Immediately Dangerous to Life and Health)
     – 5 PPM
No OSHA Regulations apply to Aqueous Ozone; it is not harmful to humans
                                                                          20
Ozone safety
• Vacuum Generated Ozone Ensures User Safety
  – No ozone gas can escape in the event of loss of vacuum
  – Systems provide complete isolation in the event of any
    shutdown

• Vacuum Operation Optimizes Mass-transfer
  Efficiency
  – Venturi Injectors operate under negative pressure; a
    vacuum ozone system provides ease of injector
    adjustment and operation
  – Mass-transfer is optimized and consistent
  – Optimized mass-transfer results in more dissolved ozone
  – Undissolved ozone is degassed and destroyed            21
Definition of Sanitizers &
Disinfectants

A Sanitizer is one of the three groups of antimicrobial
agents registered by the USEPA for public health
uses.
Disinfectants are antimicrobial agents that are applied
to non-living objects to destroy microorganisms, the
process of which is known as disinfection.
Sanitizers are substances that reduce the number of
microorganisms to a safe level.
The main difference between a sanitizer and a
disinfectant is that at a specified use dilution, the
disinfectant must have a higher kill capability for
pathogenic bacteria compared to that of a sanitizer.
Ozone is an EPA Approved
Antimicrobial, Disinfectant &
Sanitizer by all Definitions
Ozone Performs these
Functions as an Oxidizer
In Use for over a Century
Worldwide as a Water
Disinfectant
Ozone Biocidal Behavior
Electron Micrographs of E. coli before/after ozone treatment


                E. coli dried as a biofilm on a porous surface

         Before ozone treatment                           After ozone treatment




                 Electron  Magnification Scale of Measure Working Distance
   Sequential
                 Beam Power              One Micrometer
                                         (micron)
     1. Ozone oxidizes cell membranes, causing osmotic bursting (instantaneously)
     2. Ozone continues to oxidize enzymes and DNA
                                                                                  24
Public Bath Tubs
     Ozone Anti-Microbial Validation under ANSI/NSF Protocol P308

Pass compliance requires a 3-log (99.9%) reduction of E. coli, Staphylococcus
aureus, Pseudomonas aeruginosa, Trichophyton mentagrophytes and Candida
albicans in 30 minutes

        Actual Microbial Reductions in 30 Minutes
        E. coli                                     4.7   log   (>99.99%)
        Staphylococcus aureus                       4.7   log   (>99.99%)
        Pseudomonas aeruginosa                      3.2   log   (>99.9%)
        Trichophyton mentagrophytes                 4.0   log   (99.99%)
        Candida albicans                            4.7   log   (>99.99%)

Test Parameters
• Water temperature @ 93° F
• 20 PPM oil insult
• 1.1 PPM side-stream applied ozone dose Low Dose Ozone
• Microorganism destruction was measured in the tub

                                                                            25
Public Swimming Venues
    Ozone Anti-Microbial Validation under ANSI/NSF Standard 50,
                               Annex H

Pass compliance requires a 3-log (99.9%) reduction of Pseudomonas
aeruginosa and Enterococcus faecium in 30 minutes

          Actual Microbial Reductions in 6 Minutes

          Pseudomonas aeruginosa            6.6 log (>99.9999%)
          Enterococcus faecium              6.7 log (>99.9999%)

Test Parameters
•   Water temperature @70° F
•   20 PPM oil insult
•   9 PPM Urea insult
•   1.6 PPM side-stream applied ozone dose
•   Microorganism destruction was measured in the pool

                                                                  26
Public Swimming Venues
Ozone Antimicrobial Validation for Cryptosporidium parvum Reduction tested
by NSF International

Pass compliance requires a 3 Log (99.9%) reduction of Cryptosporidium
   parvum


         Actual Microbial Reductions in 30 Seconds
     Cryptosporidium parvum                    3.0 log (>99.9%)
Test Parameters
•   Water temperature @76° F
•   1.6 PPM side-stream applied ozone dose
• Crypto measurements were taken on a single pass [measured
  after side-stream is diluted in full flow]


                                                                       27
Side-Stream Applied
Single Pass




                      28
CT Values for Cryptosporidium
    parvum Inactivation

CT Value
  Concentration times Time
  (PPM * Minutes Exposure = CT Value)


Chlorine
  CT is 15,300 [20 PPM for 13 hours (780 minutes)]



Aqueous Ozone
  CT is 0.72 (1.257 PPM for 34 seconds)
How Ozone is Made

• Oxygen molecules (O2) split
  by adding energy, resulting
  in two individual oxygen
  atoms (O1)


• Oxygen atoms (O1) unite
  with other oxygen
  molecules (O2) to produce
  Ozone (O3)


• (O1) + (O2) = (O3)
                                30
How Ozone Works


• The third oxygen atom is held by
  a weak single bond
• An oxidation reaction occurs
  upon any collision between an
  ozone molecule and a molecule
  of an Oxidizable substance
• The weak bond splits off leaving
  oxygen as a by-product
• During an oxidation reaction,
  organic molecules are changed
  or destroyed and dissolved
  metals are no longer soluble


                                     31
MAHC Ozone System
         Requirements
An ozone system shall be a complete system consisting of the following
   (either skid-mounted or components):
1) Ozone generator
2) Injector / injector manifold
3) Reaction tank (contact tank) / mixing tank / degas tower
4) Degas valve (if applicable, to vent undissolved gaseous ozone)
5) Ozone destruct (to destroy undissolved gaseous ozone)
6) ORP monitor / controller
7) Ambient ozone monitor / controller
8) Air flow meter / controller
9) Water backflow prevention device in gas delivery system
                                                                    32
Basic Ozone System




                     33
Very Small Ozone System




                          34
Small Ozone System




                     35
Large Ozone System




                     36
Ozone Generation System
      Components




                          37
Ozone Gas Dissolution




                        38
Ozone Reaction in Water




                          39
Degas Undissolved Ozone




                          40
Destroy Undissolved Ozone




                            41
Flange to Flange Ozone Skid




                              42
Ozone Systems Made Simple

• Complex ozone systems of the past have been
  replaced by modern, compact, affordable
  systems
• Skid-mounted, plug and play ozone systems are
  the norm for 100,000 gallon pools and smaller
• Flange to flange hook-up to the main return line
  decreases cost and complexity of the installation
• The system’s 4’X3’ footprint is compact to easily
  fit into the equipment room



                                                  43
Costs and Savings with Ozone

Assumptions
•   100,000 gallon indoor pool
•   $250/ 10 PPM shock/100K Gal (chlorine @ $2.50/gal)
•   Shock (without ozone) estimate 52 per year = $13,000
•   Annual chlorine use estimate is based on chlorine cost @ $2.50/gal
Bather load assumptions
•   100 bathers/day = 1,825 gals    @    $2.50 = ~$4,563
•   200 bathers/day = 3,650 gals    @    $2.50 = ~$9,125
•   300 bathers/day = 5,475 gals    @    $2.50 = ~$13,687
•   400 bathers/day = 7,300 gals    @    $2.50 = ~$18,250
•   Chlorine reduction with ozone   is   average 50%
Ozone System Cost Estimates
•   End-user purchase price                            $30,000.00
•   Annual power consumption at 0.12 per kWh           $2,375.00
•   Annual Maintenance parts                           $300.00
Savings Estimates
•   Eliminate shock treatments and labor costs         $13,000 plus labor cost savings
•   Chlorine Reduction at 50% avg.                     100 bathers/day $2,281
                                                       400 bathers/day $9,125 savings
Return on Investment (ROI) approximately 1.5 - 2 years
                                                                                         44
Ozone Compatibility with Cl and Br


 • Ozone’s reaction with chlorine is minimal
 • Ozone will break down chloramines
 • Ozone provides the main oxidation and disinfection
   in the pool while the chlorine provides a chemical
   residual
 • Ideal Chlorine residual is 0.3 – 1.0 PPM
 • It is not recommended that ozone be used in
   conjunction with bromine. When used with
   bromine, ozone oxidizes “spent” bromine (bromide)
   back to useful bromine. This depletes the ozone
   before it can oxidize the organic contaminants in
   the water, and significantly reduces ozone’s
   efficacy.                                       45
Ozone compared to UV
Sterilizers
Both Ozone and UV provide very effective Crypto reduction as documented by NSF Standard
   50, Annex H

Ozone Destruction of Chloramines
•   Ozone breaks down Chloramines by oxidation in two ways
     – By breaking down the N-Cl bonds of the Chloramine molecules through oxidation by
       ozone (this process occurs at the point of ozone injection and continues the
       oxidation process as it passes at low levels into the pool)
     – Ozone also forms hydroxyl free radicals, adding to the Chloramine oxidation process
•   Ozone reduction of Chloramines is also a function of its powerful oxidation of
    chloramine-producing organic contaminants; eliminating their initial production

UV Destruction of Chloramines
•   UV can break down Chloramines in two ways
     – By breaking the N-Cl bonds of the Chloramine molecules with UV light energy (this
       process occurs in the UV chamber only)
     – By forming small numbers of hydroxyl radicals with UV light energy, which oxidize
       Chloramines (this process occurs within nanoseconds, effectively occurring only in,
       or very near the UV chamber)
•   UV produces very little oxidation to affect organics in the water                 46
Ozone and UV comparison

                        OZONE                                                        UV
 Ozone kills cryptosporidium parvum                     UV inactivates cryptosporidium parvum
 Ozone kills microorganisms                             UV inactivates microorganisms
 Ozone is a powerful oxidizer                          UV is not an oxidizer

 Ozone passes into the pool at low levels to provide   UV affects the water only as it passes through the UV
additional oxidation                                    chamber

 Ozone functions well in cloudy water, and is a        Only clear water can be effectively dosed with UV;
micro-flocculent, which aids water clarification        cloudiness in the water can absorb the UV light


 Ozone oxidizes the organics and inorganics that       UV breaks down chloramines that have been previously
create chloramines, eliminating their production        created


 Ozone utilizes ORP (REDOX) to measure the             UV systems utilize a UV intensity meter which
cleanliness of the water                                measures the UV dose regardless of water quality

 Ozone’s reaction with free available chlorine (FAC)    UV can break down free available chlorine in the
is very slow and in a pool will not affect the FAC
                                                        water while it breaks down chloramines
levels; only chloramine destruction

                                                        Mercury vapor lamps are replaced @ 3-12 mos.;
 Ozone cells require no replacement; require annual    disposal procedures must be considered as lamp gases
periodic cleaning; no hazardous components              are considered hazardous waste

 Ozone destroys biofilm                                UV does not affect biofilm

 Ozone destroys Humic and Fulvic Acid                  UV does not affect Humic and Fulvic Acid             47
Ozone and UV Together

• Ozone and UV may be used together to create a
  synergistic approach to water sanitation
• This process has been in use for drinking water,
  food processing, and waste water for many years
• It is one of several advanced oxidation processes
  (AOPs) that are in commercial use today in selected
  industrial processing
• The technology has rarely been used in public pools
  to date, but with the advent of improved
  technology and cost reduction, perhaps it will be
  the wave of the future for RWIs and chloramine
  elimination

                                                  48
Indoor Swimming Venues




 KEY LIME COVE INDOOR WATERPARK, Gurnee,

 IL
                                           49
Outdoor Swimming Venues




      Atlantis Resort, Paradise Island, Bahamas
               Outdoor Lagoon Pool

                                                  50
Conclusion

• Advances in Ozone Technology have
  provided the means for affordable
  and effective ozone systems
• Commercial Swimming Venues
  benefit from safer, cleaner and more
  manageable water, free of
  chloramines and noticeably clearer


                                     51
References and Credentials

•   INTERNATIONAL OZONE ASSOCIATION PROCEEDINGS OF THE INTERNATIONAL
    OZONE ASSOCIATION - PAN AMERICAN GROUP ANNUAL CONFERENCE, September
    19-22, 2010, Bellevue, Washington – Peer reviewed and Copyrighted © 2010
•   DISINFECTION AND WATER QUALITY TECHNICAL COMMITTEE - MODEL AQUATIC
    HEALTH CODE – Peer reviewed 2010
•   RIP G. RICE, PH.D., R.I.C.E. INTERNATIONAL GLOBAL OZONE CONSULTANT – Peer
    reviewed 2010
•   HAAG, W. R. AND HOIGNE, J.(1984) 'Kinetics and products of the Reactions of Ozone with
    Various forms of Chlorine and Bromine in Water', Ozone: Science & Engineering, 6: 2, 103 -
    114
•   AIR LIQUIDE AMERICA CORP, Chicago Research Center, James T.C. YUAN, Ph.D., ca 2000
•   NSF INTERNATIONAL ANSI/NSF Protocol P308 - Validation
•   NSF INTERNATIONAL ANSI/NSF Standard 50 - Validation
•   NSF INTERNATIONAL ANSI/NSF Standard 50 – Annex H (Microbial Efficacy and Ozone
    Safety) – Validation
•   NSF INTERNATIONAL Report J-00047649 (Cryptosporidium parvum) - Validation
•   NSF INTERNATIONAL TOXICOLOGY GROUP safety testing based on Hazard
    Communications Standard as promulgated through the Occupational Safety and Health Act
    (OSHA) of 1970 and documented in the Code of Federal Regulations, Title 29 – Compliant
•   USEPA registered establishment under the Federal Insecticide, Fungicide, and Rodenticide
    Act (FIFRA) - Compliant
•   USEPA/FIFRA Office of Pesticide Programs (OPP) Disinfectant Technical Science Section
    (DIS/TSS) - Compliant
Beth Hamil
Vice President
Corporate Compliance
DEL Ozone
800 676 1335 ex. 222
805 441 4444
beth@delozone.com

Ozone liaison for:
 Water Quality Technical Committee of the MAHC
 APSP Recreational Water Quality Committee
 ANSI/NSF Standard 50 Joint Committee
 FDA Food Code
 State Health Department Consultant for ozone applications

                                                              53

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The Impact of Ozone as a Secondary Disinfection System

  • 1. Ozone Secondary Disinfection System for Public Swimming Venues Under MAHC Compliance January 1, 2013
  • 2. Public Health Responsibility • Swimming is the third most popular sport in the United States; encompassing all age groups • It is estimated that there are about 360,000 public pools in the U.S. • Considering that most public swimming venues are essentially communal baths, there is an enormous task to protect public health from communicable diseases and other health hazards • Approved technologies currently available to help provide a safe and healthy aquatic experience to all swimmers should not be ignored 2
  • 3. Cryptosporidium parvum Outbreaks 136 outbreaks of cryptosporidiosis worldwide from 1988 to 2004 (68 in U.S.) with 92% in disinfected venues - Centers for Disease Control in Atlanta - 2008 reported 10,500 cases 3
  • 4. Water Quality Issues and Cryptosporidium parvum Outbreaks • CDC swimming pool surveillance reports show that of the 21,500 inspections conducted between May and September of 2002, water chemistry violations were found at 38.7% of these facilities, 14.3% of the violations were for inadequate disinfection levels at therapy pools (CDC Surveillance Data from Swimming Pool Inspections --- Selected States and Counties, United States, May – September 2002. 2003. MMWR 52(22); 513-516) • During 2008, inspectors in 15 jurisdictions performed 120,975 inspections and found 12,917 (10.7%) identified disinfectant level violations (CDC Surveillance Data from Swimming Pool Inspections --- Selected States and Counties, United States Morbidity and Mortality Weekly report (MMWR) May 21, 2010 / 59(19);582-587) • In one of the largest outbreaks reported, approximately 2,300 persons developed cryptosporidiosis following exposure to a New York spray park (Surveillance for Waterborne Disease and Outbreaks Associated with Recreational Water Use and Other Aquatic Facility -- Associated Health Events --- United States, 2005—2006 MMWR Surveill Summ. September 12, 2008 / 57(SS-9);1-38) 4
  • 5. Recreational Water Illness • Chlorine has been the standard water treatment chemical for public pools since 1961 (U.S. Public Health Service) • Chlorine is effective in reaching certain water quality standards, however scientists are learning more about its limitations and hazards in public swimming venues • Recreational Water Illness (RWI) has become wide spread in the US in public pool venues and is increasing annually; posing a significant public health and liability risk • RWI is a term coined by the Centers for Disease Control and Prevention (CDC) to describe illnesses caused by microorganisms as well as those from chloramines – Some microorganisms including Pseudomonas aeruginosa, E. coli, Staphylococcus aureus, Giardia and Cryptosporidium parvum (Crypto), can cause serious illness in swimmers – Chloramines can cause breathing disorder illnesses sometimes called “Swimmers Asthma” 5
  • 6. Model Aquatic Health Code (MAHC) • Currently there is no uniform national standard for water quality or RWI response • To address this, the CDC has developed a Model Aquatic Health Code (MAHC) • State and Federal public health officials along with industry professionals from across the US, have participated for five years in the creation of the MAHC’s twelve modules which include the best available standards and practices for protecting public health • The MAHC is formatted to be easily adopted by state and local health departments • The CDC states it is “intended to transform the typical health department program into a data-driven, knowledge-based, risk reduction effort to prevent disease and injuries and promote healthy recreational water experiences” 6
  • 7. MAHC Disinfection & Water Quality Module The Disinfection and Water Quality Module contains requirements for new or modified construction that include: • Primary disinfectant levels set • Secondary disinfection required for “increased risk” aquatic venues such as interactive features, spray pads, wading pools, and other venues designed primarily for diaper-aged children as well as therapy pools • Combined chlorine maximum levels set • Prohibition of cyanuric acid in Indoor facilities and “increased risk” aquatic venues 7
  • 8. Secondary Disinfection Systems SDSs • When the MAHC is published in spring of 2013, it will include a section on the importance of Secondary Disinfections Systems (SDSs) to significantly reduce RWIs (caused by microorganisms and chloramines) • According to the MAHC – All Secondary Disinfection Systems (SDSs) must be certified to NSF/ANSI Standard 50 by an ANSI-Accredited third-party testing and certification organization to verify that they provide the minimum inactivation of Cryptosporidium parvum in the full flow – All Secondary Disinfection Systems (SDSs) must provide a minimum of 3 log (99.9%) inactivation of Cryptosporidium parvum in the full flow, prior to return of the water to the pool or aquatic feature at the minimum turnover rate • Approved SDSs are Ozone systems and UV systems 8
  • 9. MAHC Disinfection & Water Quality SDS Aquatic Venues The new construction or substantial renovation of the following INCREASED RISK AQUATIC VENUES shall be required to use a SECONDARY DISINFECTION SYSTEM after adoption of this CODE: 1) AQUATIC VENUES designed primarily for diaper-aged children (children <5 years old), such as a. wading POOLS, b. water activity POOLS, c. interactive water features with no standing water, d. SPRAY PADs, and 2) Therapy pools Optional SECONDARY DISINFECTION SYSTEMS may be installed on all other aquatic venues not specified above to provide the same quality of protection to bathers 9
  • 10. Definitions of Ozone and UV • Ozone is a gas that is dissolved in water to kill microorganisms, destroy organics, and break down chloramines by oxidation. This occurs immediately at the ozone gas injection point, and continues as the side-stream remixes with the main return. A small residual (~0.1 PPM) of dissolved ozone will enter the pool, providing further oxidation of contaminants. • UV light inactivates microorganisms and breaks down chloramines with light energy. This happens while the water is in the UV chamber only, and as long as the water has no turbidity. No further process occurs once the flow leaves the chamber. UV provides no oxidation except as trace amounts as a result of the formation of a limited number of hydroxyl free radicals in or near the UV chamber. 10
  • 11. Properties of Ozone • Ozone (O3) is a gas derived from oxygen which can be readily dissolved in water • Ozone has a fresh scent at low concentrations and smells pungent at higher concentrations • Gaseous Ozone dissolved in water is referred to as Aqueous Ozone (which has no odor) • Ozone is a powerful antimicrobial oxidizer and sanitizer • Aqueous Ozone is an effective micro-flocculant • Aqueous Ozone is an effective anti-foaming agent • Aqueous Ozone is an effective antimicrobial agent • The disinfecting capability of 1 PPM Aqueous Ozone is equivalent to many times (10 to 4,000 times) the concentration of free available chlorine (Morris, 1975 – Disinfection: Water & Wastewater), depending on pH, temperature, and on the specific microorganisms to be destroyed • Ozone is compatible with Chlorine in Swimming Pools 11
  • 12. Benefits of Ozone • Ozone controls the chloramine levels in the water on average to 0.2 PPM or less • Ozone can eliminate “shock-oxidizing” for chloramine reduction • Ozone offers significantly more oxidation than free available chlorine (FAC) alone • Ozone provides a minimum 3 log (99.9 percent) kill of Cryptosporidium parvum and other RWI pathogens in a side-stream applied single-pass • Ozone will destroy emerging pharmaceutical pollutants such as endocrine disruptors • Ozone provides micro-flocculation to aid filtration and noticeably improve water clarity (eliminates foam from spas) • Ozone destroys biofilm • Chlorine consumption is reduced by 50-75% while still maintaining an FAC residual; at the lowest applied O3 dose of 1.6 PPM 12
  • 13. Can Ozone Stand Alone? • Ozone’s role is actually as the primary sanitizer, and ozone disinfection will pass into the pool, but maintaining an ozone residual in the pool that is high enough to ensure continuous in-pool protection from bather-to-bather cross-contamination can be expensive; and present the risk of ozone off-gas • With current technology it’s impractical to expect ozone to perform as a stand-alone sanitizer in a public swimming venue without a residual halogen in the pool (0.3-1.0 PPM) • A low residual of chlorine, in conjunction with an appropriately sized and maintained ozone system, will be virtually undetectable even by the most sensitive bathers, and keep operating costs very low 13
  • 14. How is Ozone Measured? • Dissolved ozone is measured by an Oxidation Reduction Potential (ORP) monitor/controller in a swimming pool • The ORP reading can range between 600 mV to 900 mV at the point of introduction into the main return line before entering the pool • An ORP of 800 mV is ~ 0.2 PPM dissolved ozone which is estimated to equate to ~40 PPM Cl in terms of oxidation and antimicrobial efficacy 14
  • 15. Breakdown of Pool Types Based on bather load and water temperature, four categories are identified 1. Recreation/Lap Pool (78-85°F) 2. Therapy/Swim School Pool (86-94°F) 3. Wading Pool/Spray Pad (80-88 °F) 4. Spa (94-104°F) 15
  • 16. Ozone Sizing Parameters • In each of the 4 categories, 1.6 PPM Ozone is applied to the total volume of the pool based on time, using a conversion constant of 0.227 • The time value changes with each category (the higher the temperature and bather load, the more ozone is required) 1. Recreation/Lap Pool 1.6PPM/24 hr (1440 min) 2. Therapy/Swim School Pool 1.6PPM/12 hr (720 min) 3. Wading Pool/Spray Pad 1.6PPM/4 hr (240 min) 4. Spa 1.6PPM/2 hr (120 min) 16
  • 17. Ozone Retention Parameters • Ozone is measured by the combination of applied Ozone Dose and Retention Time in the side stream (CT Value [Concentration X Time]) • Retention time for all pool types is a minimum of one minute, measured immediately at the injector outlet in the sidestream, inclusive of the volume of the degas tank, volume of the sidestream plumbing and the volume of the mainstream plumbing just prior to the halogen feed location and before entering the pool 17
  • 18. Sample Pool Ozone Sizing • Pool Example – 100,000 Gallon Recreation/Lap Pool • Ozone dose is 1.6 PPM (D) – Volume/Minutes = Ozone Dose Flow (F) • 100,000/1440 = 69 GPM (F) – Generator Sizing Formula: D * F * 0.227 = Grams per hour Ozone Required • 100,000/1440 * 1.6 * 0.227 = 25 grams/hour – Retention Tank Sizing Formula: F * T (minutes) = Size of Retention in Gallons • 69 * 1 = 69 gallons 18
  • 19. Ozone Regulatory 1976 EPA Approves Ozone as an Antimicrobial Oxidizer Device 1982 IBWA Bottled Water Association Approve Ozone as an Antimicrobial for Product, and Disinfectant for Filler Lines 1999 EPA Lists Ozone as Safe for Surface and Ground Water 2001 FDA/USDA Approve Ozone as an Antimicrobial Food Additive 2001 FDA/USDA Approve Ozone as a Food Contact Surface Disinfectant 2001 USDA National Organic Program Allows Ozone as an Antimicrobial Food Additive and Food Surface Disinfectant 2010 Ozone is added to the FDA Model Food Code as an approved antimicrobial surface sanitizer 2012 Ozone is recommended as a Secondary Disinfection 19 System in the Model Aquatic Health Code
  • 20. Ozone Safety EPA approved • As a pesticide, ozone equipment must be registered by the EPA under the Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA). DEL Ozone is an EPA registered establishment (EPA Estab. No. 071472-CA-001). OSHA Regulations for Ozone (Gaseous Only) • Health Hazard Data – Inhalation /Respiratory System, Eyes, Blood • PEL (Permissible Exposure Limit) – 8 hour Time Weighted Average 0.1 PPM Vol. • STEL (Short Term Exposure Limit) – 15 Minute 0.3 PPM Vol. • IDLH (Immediately Dangerous to Life and Health) – 5 PPM No OSHA Regulations apply to Aqueous Ozone; it is not harmful to humans 20
  • 21. Ozone safety • Vacuum Generated Ozone Ensures User Safety – No ozone gas can escape in the event of loss of vacuum – Systems provide complete isolation in the event of any shutdown • Vacuum Operation Optimizes Mass-transfer Efficiency – Venturi Injectors operate under negative pressure; a vacuum ozone system provides ease of injector adjustment and operation – Mass-transfer is optimized and consistent – Optimized mass-transfer results in more dissolved ozone – Undissolved ozone is degassed and destroyed 21
  • 22. Definition of Sanitizers & Disinfectants A Sanitizer is one of the three groups of antimicrobial agents registered by the USEPA for public health uses. Disinfectants are antimicrobial agents that are applied to non-living objects to destroy microorganisms, the process of which is known as disinfection. Sanitizers are substances that reduce the number of microorganisms to a safe level. The main difference between a sanitizer and a disinfectant is that at a specified use dilution, the disinfectant must have a higher kill capability for pathogenic bacteria compared to that of a sanitizer.
  • 23. Ozone is an EPA Approved Antimicrobial, Disinfectant & Sanitizer by all Definitions Ozone Performs these Functions as an Oxidizer In Use for over a Century Worldwide as a Water Disinfectant
  • 24. Ozone Biocidal Behavior Electron Micrographs of E. coli before/after ozone treatment E. coli dried as a biofilm on a porous surface Before ozone treatment After ozone treatment Electron Magnification Scale of Measure Working Distance Sequential Beam Power One Micrometer (micron) 1. Ozone oxidizes cell membranes, causing osmotic bursting (instantaneously) 2. Ozone continues to oxidize enzymes and DNA 24
  • 25. Public Bath Tubs Ozone Anti-Microbial Validation under ANSI/NSF Protocol P308 Pass compliance requires a 3-log (99.9%) reduction of E. coli, Staphylococcus aureus, Pseudomonas aeruginosa, Trichophyton mentagrophytes and Candida albicans in 30 minutes Actual Microbial Reductions in 30 Minutes E. coli 4.7 log (>99.99%) Staphylococcus aureus 4.7 log (>99.99%) Pseudomonas aeruginosa 3.2 log (>99.9%) Trichophyton mentagrophytes 4.0 log (99.99%) Candida albicans 4.7 log (>99.99%) Test Parameters • Water temperature @ 93° F • 20 PPM oil insult • 1.1 PPM side-stream applied ozone dose Low Dose Ozone • Microorganism destruction was measured in the tub 25
  • 26. Public Swimming Venues Ozone Anti-Microbial Validation under ANSI/NSF Standard 50, Annex H Pass compliance requires a 3-log (99.9%) reduction of Pseudomonas aeruginosa and Enterococcus faecium in 30 minutes Actual Microbial Reductions in 6 Minutes Pseudomonas aeruginosa 6.6 log (>99.9999%) Enterococcus faecium 6.7 log (>99.9999%) Test Parameters • Water temperature @70° F • 20 PPM oil insult • 9 PPM Urea insult • 1.6 PPM side-stream applied ozone dose • Microorganism destruction was measured in the pool 26
  • 27. Public Swimming Venues Ozone Antimicrobial Validation for Cryptosporidium parvum Reduction tested by NSF International Pass compliance requires a 3 Log (99.9%) reduction of Cryptosporidium parvum Actual Microbial Reductions in 30 Seconds Cryptosporidium parvum 3.0 log (>99.9%) Test Parameters • Water temperature @76° F • 1.6 PPM side-stream applied ozone dose • Crypto measurements were taken on a single pass [measured after side-stream is diluted in full flow] 27
  • 29. CT Values for Cryptosporidium parvum Inactivation CT Value Concentration times Time (PPM * Minutes Exposure = CT Value) Chlorine CT is 15,300 [20 PPM for 13 hours (780 minutes)] Aqueous Ozone CT is 0.72 (1.257 PPM for 34 seconds)
  • 30. How Ozone is Made • Oxygen molecules (O2) split by adding energy, resulting in two individual oxygen atoms (O1) • Oxygen atoms (O1) unite with other oxygen molecules (O2) to produce Ozone (O3) • (O1) + (O2) = (O3) 30
  • 31. How Ozone Works • The third oxygen atom is held by a weak single bond • An oxidation reaction occurs upon any collision between an ozone molecule and a molecule of an Oxidizable substance • The weak bond splits off leaving oxygen as a by-product • During an oxidation reaction, organic molecules are changed or destroyed and dissolved metals are no longer soluble 31
  • 32. MAHC Ozone System Requirements An ozone system shall be a complete system consisting of the following (either skid-mounted or components): 1) Ozone generator 2) Injector / injector manifold 3) Reaction tank (contact tank) / mixing tank / degas tower 4) Degas valve (if applicable, to vent undissolved gaseous ozone) 5) Ozone destruct (to destroy undissolved gaseous ozone) 6) ORP monitor / controller 7) Ambient ozone monitor / controller 8) Air flow meter / controller 9) Water backflow prevention device in gas delivery system 32
  • 34. Very Small Ozone System 34
  • 37. Ozone Generation System Components 37
  • 39. Ozone Reaction in Water 39
  • 42. Flange to Flange Ozone Skid 42
  • 43. Ozone Systems Made Simple • Complex ozone systems of the past have been replaced by modern, compact, affordable systems • Skid-mounted, plug and play ozone systems are the norm for 100,000 gallon pools and smaller • Flange to flange hook-up to the main return line decreases cost and complexity of the installation • The system’s 4’X3’ footprint is compact to easily fit into the equipment room 43
  • 44. Costs and Savings with Ozone Assumptions • 100,000 gallon indoor pool • $250/ 10 PPM shock/100K Gal (chlorine @ $2.50/gal) • Shock (without ozone) estimate 52 per year = $13,000 • Annual chlorine use estimate is based on chlorine cost @ $2.50/gal Bather load assumptions • 100 bathers/day = 1,825 gals @ $2.50 = ~$4,563 • 200 bathers/day = 3,650 gals @ $2.50 = ~$9,125 • 300 bathers/day = 5,475 gals @ $2.50 = ~$13,687 • 400 bathers/day = 7,300 gals @ $2.50 = ~$18,250 • Chlorine reduction with ozone is average 50% Ozone System Cost Estimates • End-user purchase price $30,000.00 • Annual power consumption at 0.12 per kWh $2,375.00 • Annual Maintenance parts $300.00 Savings Estimates • Eliminate shock treatments and labor costs $13,000 plus labor cost savings • Chlorine Reduction at 50% avg. 100 bathers/day $2,281 400 bathers/day $9,125 savings Return on Investment (ROI) approximately 1.5 - 2 years 44
  • 45. Ozone Compatibility with Cl and Br • Ozone’s reaction with chlorine is minimal • Ozone will break down chloramines • Ozone provides the main oxidation and disinfection in the pool while the chlorine provides a chemical residual • Ideal Chlorine residual is 0.3 – 1.0 PPM • It is not recommended that ozone be used in conjunction with bromine. When used with bromine, ozone oxidizes “spent” bromine (bromide) back to useful bromine. This depletes the ozone before it can oxidize the organic contaminants in the water, and significantly reduces ozone’s efficacy. 45
  • 46. Ozone compared to UV Sterilizers Both Ozone and UV provide very effective Crypto reduction as documented by NSF Standard 50, Annex H Ozone Destruction of Chloramines • Ozone breaks down Chloramines by oxidation in two ways – By breaking down the N-Cl bonds of the Chloramine molecules through oxidation by ozone (this process occurs at the point of ozone injection and continues the oxidation process as it passes at low levels into the pool) – Ozone also forms hydroxyl free radicals, adding to the Chloramine oxidation process • Ozone reduction of Chloramines is also a function of its powerful oxidation of chloramine-producing organic contaminants; eliminating their initial production UV Destruction of Chloramines • UV can break down Chloramines in two ways – By breaking the N-Cl bonds of the Chloramine molecules with UV light energy (this process occurs in the UV chamber only) – By forming small numbers of hydroxyl radicals with UV light energy, which oxidize Chloramines (this process occurs within nanoseconds, effectively occurring only in, or very near the UV chamber) • UV produces very little oxidation to affect organics in the water 46
  • 47. Ozone and UV comparison OZONE UV  Ozone kills cryptosporidium parvum  UV inactivates cryptosporidium parvum  Ozone kills microorganisms  UV inactivates microorganisms  Ozone is a powerful oxidizer UV is not an oxidizer  Ozone passes into the pool at low levels to provide UV affects the water only as it passes through the UV additional oxidation chamber  Ozone functions well in cloudy water, and is a Only clear water can be effectively dosed with UV; micro-flocculent, which aids water clarification cloudiness in the water can absorb the UV light  Ozone oxidizes the organics and inorganics that UV breaks down chloramines that have been previously create chloramines, eliminating their production created  Ozone utilizes ORP (REDOX) to measure the UV systems utilize a UV intensity meter which cleanliness of the water measures the UV dose regardless of water quality  Ozone’s reaction with free available chlorine (FAC)  UV can break down free available chlorine in the is very slow and in a pool will not affect the FAC water while it breaks down chloramines levels; only chloramine destruction Mercury vapor lamps are replaced @ 3-12 mos.;  Ozone cells require no replacement; require annual disposal procedures must be considered as lamp gases periodic cleaning; no hazardous components are considered hazardous waste  Ozone destroys biofilm UV does not affect biofilm  Ozone destroys Humic and Fulvic Acid UV does not affect Humic and Fulvic Acid 47
  • 48. Ozone and UV Together • Ozone and UV may be used together to create a synergistic approach to water sanitation • This process has been in use for drinking water, food processing, and waste water for many years • It is one of several advanced oxidation processes (AOPs) that are in commercial use today in selected industrial processing • The technology has rarely been used in public pools to date, but with the advent of improved technology and cost reduction, perhaps it will be the wave of the future for RWIs and chloramine elimination 48
  • 49. Indoor Swimming Venues KEY LIME COVE INDOOR WATERPARK, Gurnee, IL 49
  • 50. Outdoor Swimming Venues Atlantis Resort, Paradise Island, Bahamas Outdoor Lagoon Pool 50
  • 51. Conclusion • Advances in Ozone Technology have provided the means for affordable and effective ozone systems • Commercial Swimming Venues benefit from safer, cleaner and more manageable water, free of chloramines and noticeably clearer 51
  • 52. References and Credentials • INTERNATIONAL OZONE ASSOCIATION PROCEEDINGS OF THE INTERNATIONAL OZONE ASSOCIATION - PAN AMERICAN GROUP ANNUAL CONFERENCE, September 19-22, 2010, Bellevue, Washington – Peer reviewed and Copyrighted © 2010 • DISINFECTION AND WATER QUALITY TECHNICAL COMMITTEE - MODEL AQUATIC HEALTH CODE – Peer reviewed 2010 • RIP G. RICE, PH.D., R.I.C.E. INTERNATIONAL GLOBAL OZONE CONSULTANT – Peer reviewed 2010 • HAAG, W. R. AND HOIGNE, J.(1984) 'Kinetics and products of the Reactions of Ozone with Various forms of Chlorine and Bromine in Water', Ozone: Science & Engineering, 6: 2, 103 - 114 • AIR LIQUIDE AMERICA CORP, Chicago Research Center, James T.C. YUAN, Ph.D., ca 2000 • NSF INTERNATIONAL ANSI/NSF Protocol P308 - Validation • NSF INTERNATIONAL ANSI/NSF Standard 50 - Validation • NSF INTERNATIONAL ANSI/NSF Standard 50 – Annex H (Microbial Efficacy and Ozone Safety) – Validation • NSF INTERNATIONAL Report J-00047649 (Cryptosporidium parvum) - Validation • NSF INTERNATIONAL TOXICOLOGY GROUP safety testing based on Hazard Communications Standard as promulgated through the Occupational Safety and Health Act (OSHA) of 1970 and documented in the Code of Federal Regulations, Title 29 – Compliant • USEPA registered establishment under the Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) - Compliant • USEPA/FIFRA Office of Pesticide Programs (OPP) Disinfectant Technical Science Section (DIS/TSS) - Compliant
  • 53. Beth Hamil Vice President Corporate Compliance DEL Ozone 800 676 1335 ex. 222 805 441 4444 beth@delozone.com Ozone liaison for:  Water Quality Technical Committee of the MAHC  APSP Recreational Water Quality Committee  ANSI/NSF Standard 50 Joint Committee  FDA Food Code  State Health Department Consultant for ozone applications 53