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22 23
Water Filter
Tested and certified by NSF International against ANSI/NSF
Standards 42 & 53 in models RWFFR for the reduction of:
Standard No. 42 Standard No. 53
Aesthetic Effects: Health Effects:
Taste and Odor Reduction Chemical Reduction Unit
Chlorine Taste & Odor Lead, Atrazine, Lindane,
Mechanical Filtration Unit Benzene, Carbofuran,
Particulate Reduction Class I p-Dichlorobenzene, Mercury, &
Toxaphene Reduction
Mechanical Filtration Unit
Cyst, Turbidity & Asbestos
Reduction
General Use Conditions
Read this Performance Data Sheet and compare the capabilities of this
unit with your actual water treatment needs.
D
O NOT
use this product
where water is microbiologically unsafe or of unknown quality without
adequate disinfection before or after the system. System certified for
cyst reduction may be used on disinfected water that may contain
filterable cysts.
U
SE ONLY WITH COLD WATER SUPPLY. CHECK FOR
COMPLIANCE WITH THE STATE AND LOCAL LAWS AND
REGULATIONS.
The retractable water filtration system uses a RWFFR replacement
cartridge. Timely replacement of filter cartridge is essential for
performance satisfaction from this filtration system. Please refer to the
applicable section of your Use & Care Guide for general operation,
maintenance requirements and troubleshooting.
This system has been tested according to ANSI/NSF 42 and 53 for
reduction of the substance listed above. 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 ANSI/NSF 42 and 53.
Water Filter
Standard No. 42: Aesthetic Effects
Parameter
USEPA
MCL
Influent
Challenge
Concentration
Influent
Average
Effluent
Average Maximum
%Reduction
Average Minimum
Min.
Required
Reduction
Chlorine __
2.0 mg/L + 10% 1.88 mg/L
<0.051363
mg/L
0.06 mg/L >97.26% 96.84% 50%
T & O __
__ __ __ __ __ __ __
Particulate** __
at least 10,000
particles/ml
5,700,000
#/ml
30,583
#/ml
69,000
#/ml
99.52% 98.94% 85%
Standard No. 53: Health Effects
Parameter
USEPA
MCL
Influent
Challenge
Concentration
Influent
Average
Effluent
Average Maximum
%Reduction
Average Minimum
Min.
Required
Reduction
Turbidity 1NTU** 11 + 1 NTU*** 10.7 NTU .031 NTU 0.49 NTU 97.09% 95.20% 0.5NTU
Cysts
99.5%
Reduction
Minimum
50,000/L
166,500
#/L
<1 #/L <1 #/L >99.99% >99.99% >99.95%
Asbestos
99%
Reduction
10
7
10
8
fibers/L;
fibers >10
micrometers in
length
155 MF/L <1 MF/L <1 MF/L >99.99% >99.99% 99%
Lead at pH 6.5
0.015
mg/L
0.15 mg/L +
10%
0.153
mg/L
<0.001
mg/L
<0.001
mg/L
>99.35% >99.29% 0.10 mg/L
Lead at pH 8.5
0.015
mg/L
0.15 mg/L +
10%
0.150
mg/L
<0.001
mg/L
<0.001
mg/L
>99.33% >99.29% 0.10 mg/L
Mercury at pH
6.5
0.002
mg/L
.006 mg/L +
10%
0.006
mg/L
0.0003
mg/L
0.0005
mg/L
95.70% 90.91% 0.002 mg/L
Mercury at pH
8.5
0.002
mg/L
.006 mg/L +
10%
0.006
mg/L
0.0008
mg/L
0.0015
mg/L
86.22% 75.93% 0.002 mg/L
Atrazine
0.003
mg/L
0.009 mg/L +
10%
0.009
mg/L
<0.002
mg/L
0.002
mg/L
76.99% 75.31% 0.003 mg/L
Benzene
0.005
mg/L
0.015 mg/L +
10%
0.014
mg/L
0.0006
mg/L
0.0011
mg/L
95.71% 92.14% 0.005 mg/L
Carbofuran
0.04
mg/L
0.08 mg/L +
10%
0.081
mg/L
<0.001
mg/L
<0.001
mg/L
98.74% 98.46% 0.04 mg/L
p-
Dichlorobenzene
0.075
mg/L
0.225 mg/L +
10%
0.208
mg/L
<0.0005
mg/L
<0.0005
mg/L
99.76% 99.74% 0.075 mg/L
Lindane
0.0002
mg/L
0.002 mg/L +
10%
0.002
mg/L
0.000 mg/L
<0.0001
mg/L
98.72% 96.50%
0.0002
mg/L
Toxaphene
0.003
mg/L
0.015 mg/L +
10%
0.015
mg/L
<0.001
mg/L
<0.001
mg/L
92.97% 91.67% 0.003 mg/L
*Tested using a flow rate of 0.78 gpm; pressure of 60psig; pH of 7.5 +
0.5; temp of
68
o
+ 5
o
F (20
o
+ 3
o
C).
**Measurement in Particles/ml. Particles used were 0.5 - 1 microns
***NTU - Nephelometric Turbidity Units
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