Specification

PAGE 298523C (Rev. SIG - 07/17)
FOR REPLACEMENT FILTER, PLEASE CALL 1.800.834.4816
ELKAY MANUFACTURING COMPANY • 2222 CAMDEN COURT • OAK BROOK, IL 60523 • 630.574.8484
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Table 1 Lead Reduction
Table 2 Aesthetic Chlorine Reduction
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)
Contaminant
Lead (pH 6.5)
Lead (pH 8.5)
Average
Inuent
.150 mg/l
.142 mg/l
Maximum
Efuent
0.009 mg/l
<0.0005 mg/l
Inuent
Challenge
Concentration
.15 ± 10% mg/l
.15 ± 10% mg/l
Average % Reduction
/
Minimum % Reduction
98.9% / 94.1%
>99.6% / >99.6%
Average
Efuent
0.003 mg/l
<0.0005 mg/l
Table 3 Particulate Class I Reduction (Particle Size: 0.5 - 1 micron)
NSF/ANSI 42
Chlorine Reduction
Particulate Class I Reduction
Taste and Odor Reduction
NSF/ANSI 53
Lead Reduction
Max. Permissible
Product Water
Concentration
.010 mg/l
.010 mg/l
Average
Inuent
1.97 mg/l
Maximum
Efuent
.02 mg/l
Average
Efuent
.02 mg/l
Units
mg/l
Minimum
% Reduction
99.0
Inuent Challenge
Concentration
2.0 mg/l ±10%
Reduction
Requirement
50%
Average
Inuent
76,613
Maximum
Efuent
405
Average
Efuent
183
Units
particles/ml
Minimum
% Reduction
99.5
Inuent Challenge
Concentration
min. 10,000 particles/ml
Reduction
Requirement
85%
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 specied in NSF/ANSI 42 and 53.
Average concentrations are the arithmetic mean of all reported inuent or efuent 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 inuent and efuent concentrations.