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PERFORMANCE DATA SHEET
For Model No. ODAK500B and ODAK500C
Manufactured by Multi-Pure Drinking Water Systems for ODAK Corporation
NSF/ANSI 53 - Health Effects
The ODAK500 has been tested and certified under NSF/ANSI Standard Nos. 53 as shown
below. The concentration of the indicated substances in water entering the
system was reduced to a concentration less than or equal to the permissible
limit for water leaving the system, as specified in NSF/ANSI 53, Health Effects.
|
Substance
|
Percent Reduction**
|
Influent Challenge Concentration
(mg/L unless specified)
|
Maximum Permissible Product
Water Concentration
(mg/L unless specified)
|
|
ALACHLOR*
|
>98%
|
0.05
|
0.001
|
|
ASBESTOS
|
>99.9%
|
107 to 108
fibers/L;fibers greater than 10
micrometers in length
|
99% reduction requirement
|
|
ATRAZINE*
|
>97%
|
0.1
|
0.003
|
|
BENZENE*
|
>99%
|
0.081
|
0.001
|
|
BROMODICHLOROMETHANE (TTHM)*
|
>99.8%
|
0.300
+/- 0.30
|
0.015
|
|
BROMOFORM
(TTHM)*
|
>99.8%
|
0.300
+/- 0.30
|
0.015
|
|
CARBOFURON
(Furadan)*
|
>99%
|
0.19
|
0.001
|
|
CARBON
TETRACHLORIDE*
|
98%
|
0.078
|
0.0018
|
|
CHLORDANE
|
>99.5%
|
0.04 +/- 10%
|
0.002
|
|
CHLOROBENZENE (Monochlorobenzene)*
|
>99%
|
0.077
|
0.001
|
|
CHLOROPICRIN*
|
99%
|
0.015
|
0.0002
|
|
CHLOROFORM
(TTHM)* (surrogate chemical)
|
>99.8%
|
0.300 +/- 0.30
|
0.015
|
|
Cryptosporidium (CYST)
|
99.95%
|
minimum 50,000 m/L
|
99.95%
|
|
CYST
(Giardia; Cryptosporidium;
Entamoeba; Toxoplasma)
|
99.95%
|
Minimum 50,000 m/L
|
99.95%
|
|
2,4-D*
|
98%
|
0.110
|
0.0017
|
|
DIBROMOCHLOROMETHANE (TTHM;
Chlorodibromomethane)*
|
>99.8%
|
0.300 +/- 0.30
|
0.015
|
|
DIBROMOCHLOROPROPANE (DBCP)*
|
>99%
|
0.052
|
0.00002
|
|
o-DICHLOROBENZENE (1,2 Dichlorobenzene)*
|
>99%
|
0.08
|
0.001
|
|
p-DICHLOROBENZENE (para-Dichlorobenzene)*
|
>98%
|
0.04
|
0.001
|
|
1,2
DICHLOROETHANE (1,2-DCA)*
|
95%
|
0.088
|
0.0048
|
|
1,1-DICHLOROETHYLENE (1,1-DCE)*
|
>99%
|
0.083
|
0.001
|
|
CIS-1,2-DICHLOROETHYLENE*
|
>99%
|
0.17
|
0.0005
|
|
TRANS-1,2-DICHLOROETHYLENE*
|
>99%
|
0.086
|
0.001
|
|
1,2-DICHLOROPROPANE (Propylene Dichloride)
|
>99%
|
0.08
|
0.001
|
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CIS-1,3-DICHLOROPROYLENE*
|
>99%
|
0.079
|
0.001
|
|
DINOSEB*
|
99%
|
0.17
|
0.0002
|
|
ENDRIN*
|
99%
|
0.053
|
0.00059
|
|
ETHYLBENZENE*
|
>99%
|
0.088
|
0.001
|
|
ETHYLENE
DIBROMIDE (EDB)*
|
>99%
|
0.044
|
0.00002
|
|
HALOACETONITRILES (HAN)*
|
|
|
|
|
BROMOCHLOROACETONITRILE
|
98%
|
0.022
|
0.0005
|
|
DIBROMOACETONITRILE
|
98%
|
0.024
|
0.0006
|
|
DICHLOROACETONITRILE
|
98%
|
0.0096
|
0.0002
|
|
TRICHLOROACETONITRILE
|
98%
|
0.015
|
0.0003
|
|
HALOKETONES
(HK)*
|
|
|
|
|
1,1-DICHLORO-2-PROPANONE
|
99%
|
0.0072
|
0.0001
|
|
1,1,1-TRICHLORO-2-PROPANONE
|
96%
|
0.0082
|
0.0003
|
|
HEPTACHLOR*
|
>99%
|
0.25
|
0.00001
|
|
HEPTACHLOR
EPOXIDE*
|
98%
|
0.0107
|
0.0002
|
|
HEXACHLOROBUTADIENE (Perchlorobutadiene)*
|
>98%
|
0.044
|
0.001
|
|
HEXACHLOROCYCLOPENTADIENE*
|
>99%
|
0.060
|
0.000002
|
|
LEAD
(pH 6.5)
|
>99.3%
|
0.15 +/- 10%
|
0.010
|
|
LEAD
(pH 8.5)
|
>99.3%
|
0.15 +/- 10%
|
0.010
|
|
LINDANE*
|
>99%
|
0.055
|
0.00001
|
|
MERCURY
(pH 6.5)
|
>99%
|
0.006 +/- 10%
|
0.002
|
|
MERCURY
(pH 8.5)
|
>99%
|
0.006 +/- 10%
|
0.002
|
|
METHOXYCHLOR*
|
>99%
|
0.050
|
0.0001
|
|
MTBE (methyl
tert-butyl ether)
|
>96.6%
|
0.015 +/- 20%
|
0.005
|
|
POLYCHLORINATED BIPHENYLS (PCBs, Aroclor 1260)
|
>99.9%
|
0.01 +/- 10%
|
0.0005
|
|
PENTACHLOROPHENOL*
|
>99%
|
0.096
|
0.001
|
|
STYRENE
(Vinylbenzene)*
|
>99%
|
0.15
|
0.0005
|
|
1,1,2,2-TETRACHLOROETHANE*
|
>99%
|
0.081
|
0.001
|
|
TETRACHLOROETHYLENE*
|
>99%
|
0.081
|
0.001
|
|
TOLUENE
(Methylbenzene)*
|
>99%
|
0.078
|
0.001
|
|
TOXAPHENE
|
>92.9%
|
0.015 +/- 10%
|
0.003
|
|
2,4,5-TP
(Silvex)*
|
99%
|
0.270
|
0.0016
|
|
TIRBROMOACETIC ACID*
|
|
0.042
|
0.001
|
|
1,2,4
TRICHLOROBENZENE (Unsymtrichlorobenzene)*
|
>99%
|
0.160
|
0.0005
|
|
1,1,1-TRICHLOROETHANE (1,1,1-TCA)*
|
95%
|
0.084
|
0.0046
|
|
1,1,2-TRICHLOROETHANE*
|
>99%
|
0.150
|
0.0005
|
|
TRICHLOROETHYLENE (TCE)*
|
>99%
|
0.180
|
0.0010
|
|
TRIHALOMETHANES (TTHM) (Chloroform; Bromoform; Bromodichloromethane;
Dibromochloromethane)
|
>99.8%
|
0.300 +/- 0.30
|
0.015
|
|
TURBIDITY
|
>99%
|
11 +/- 1 NTU
|
0.5 NTU
|
|
XYLENES
(TOTAL)*
|
>99%
|
0.070
|
0.001
|
**Percent reduction reflects actual performance of ODAK
product as specifically tested (at 200% of capacity, i.e. 1500 gallons).
Percent reduction shown for VOCs* reflects the allowable claims for Volatile
Organic Chemicals/Compounds as per Tables.
Chloroform was used as a surrogate for VOC reduction claims; the ODAK Systems
actual rate of Chloroform was >99.8% as tested (at 200% of capacity).
NSF/ANSI 42 - Aesthetic Effects
The System has been tested according to NSF/ANSI Standard 42
for the reduction of the following substances. The concentration of the
indicated substances in water entering the system was reduced to a concentration
less than or equal to the permissible limit for water leaving the system.
|
Substance
|
Percent
Reduction**
|
Influent
Challenge Concentration
(mg/L unless specified)
|
Maximum
Permissible Product Water Concentration
(mg/L unless specified)
|
|
CHLOROMINE as Aesthetic Effect
(as Monochloramine)
|
>99%
|
3.0 mg/L +/- 10%
|
0.5 mg/L
|
|
CHLORINE as Aesthetic Effect
|
99%
|
2.0 mg/L +/- 10%
|
> or = 50%
|
|
PARTICULATE
(Nominal Particulate Reduction, Class 1, Particles 0.5 TO <1 UM)
|
Class 1>99%
|
At least 10,000 particles/mL
|
> or = 85%
|
Note: This addresses the U.S. Environmental Protection Agency
(EPA) Primary and Secondary Drinking Water Regulations in effect at its time of
publication, they relate to Multi-Pure's performance in conformance to the
industry performance criteria. These regulations are continually being updated
at the Federal level. Accordingly, this list of MCLs will be reviewed and
amended when appropriate.
Notes
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ODAK Drinking Water Systems have been certified, as
indicated, by NSF International for compliance to NSF/ANSI Standard Nos. 42
and 53.
-
Chloroform was used as a surrogate for claims of
reduction of VOCs. ODAK Systems tested at >99.8% actual reduction of
Chloroform. Percent reduction shown herein reflects the allowable claims for
VOCs as per tables in the Standard.
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Do not use with water that is microbiologically
unsafe or of unknown quality without adequate disinfection before or after
the system. Systems certified for cyst reduction may be used on disinfected
water that may contain filterable cysts.
-
Filter life will vary in proportion to the amount of
water used and the level of impurities in the water being processed. For
optimum performance, it is essential that the filter be replaced on a
regularly scheduled basis as follows: (a) annually; (b) when the unit's
rated capacity has been reached; (c) the flow rate diminishes; (d) the
filter becomes saturated with bad tastes and odors.
-
ODAK Drinking Water Systems are warranted for a period of
25 years. All exterior hoses and attachments to the System are warranted for
one year. Please see the Owner's Manual for complete product guarantee and
warranty information.
-
Please see the Owner's Manual for installation
instructions and operating procedures.
-
Check for compliance with state and local laws and
regulations.
-
While testing was performed under standard laboratory
conditions, actual performance may vary.
-
The list of substances which the treatment device reduces
does not necessarily mean that these substances are present in your tap
water.
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