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PAGE 298523C (Rev. SID - 1/13)
Table 1 Lead Reduction
Table 2 Aesthetic Chlorine Reduction
FOR REPLACEMENT FILTER, PLEASE CALL 1.800.22ELKAY
ELKAY MANUFACTURING COMPANY • 2222 CAMDEN COURT • OAK BROOK, IL 60523 • 630.574.8484
Performance Test Conditions
Capacity
Flow Rate
Pressure
Temperature
3000 Gallons (11356 l)
1.5 gpm (2.8 l/m)
60 psi (4.2 kg/cm
2
)
68-70
o
F (20-21
o
C)
Table 3 Particulate Class I Reduction (Particle Size: 0.5 - 1 micron)
NSF/ANSI 42
Aesthetic Chlorine
Particulate - Class I
Taste and Odor Reduction
NSF/ANSI 53
Lead Reduction
PRINTED IN U.S.A.
Average
Influent
1.9 mg/l
Maximum
Effluent
.07 mg/l
Average
Effluent
.05 mg/l
Units
mg/l
% Reduction
97.3
Influent Challenge
Concentration
2.0 mg/l ±10%
Reduction
Requirement
50%
Average
Influent
4666667
Maximum
Effluent
210000
Average
Effluent
45583
Units
particles/ml
% Reduction
99.0
Influent Challenge
Concentration
min. 10,000 particles/ml
Reduction
Requirement
85%
Contaminant
Lead (pH 6.5)
Lead (pH 8.5)
Average
Influent
.161 mg/l
.151 mg/l
Maximum
Effluent
.0011 mg/l
.0063 mg/l
Influent
Challenge
Concentration
.15 ± 10% mg/l
.15 ± 10% mg/l
Average % Reduction
/
Minimum % Reduction
99.5/99.3
99.5/95.8
Average
Effluent
.00088 mg/l
.00075 mg/l
Max. Permissible
Product Water
Concentration
.010 mg/l
.010 mg/l
This system has been tested according to NSF/ANSI 42 and 53 for reduction of the
substances listed 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 42 and 53.
Average concentrations are the arithmetic mean of all reported influent or effluent
concentrations (The detection limit value shall be used for any non-detectable
concentrations.) The percent reduction shall be calculated from the arithmetic
mean of the influent and effluent concentrations.