Halsey Taylor WaterSentry VII User Manual

Halsey Taylor® WaterSentry® VII
Lead, Cyst, Aesthetic Chlorine T aste, Odor & Particulate Class I Reduction Filter
Replacement Filter P/N 55897C
PERFORMANCE DA T A SHEET
IMPORTANT NOTICE: Read this Performance Data Sheet and compare the capabilities of this unit with your actual water treatment needs. It is recommended that, before purchasing a water treatment unit, you have your water supply tested to determine your actual water treatment needs.
NOTICE: 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.
CAUTION: Use on cold water line only . Do not allow inst alled filter to freeze.
RECOMMENDED USE CONDITIONS
Capacity
1500 Gallons
1 Year Maximum
Maximum Pressure 105 PSI (7.4 Kg/cm2)
Flow Rate Temperature
0.75 GPM
40-120° F (5-50° C)
Minimum Pressure 20 PSI (1.4 Kg/cm2)
NOTE: Performance will vary depending on local water conditions. While testing was
performed under standard laboratory conditions actual performance may vary .
Instructions For Installing Replacement Filters
1. Turn off water supply; dispense water to relieve pressure.
2. Turn used filter counterclockwise 1/4 turn to remove from filter head.
3. Remove cap from new filter and use to seal used filter.
4. Insert new filter into existing filter head and turn fully clockwise.
5. Turn on water supply and run a minimum of two gallons of water through the filter to purge air and fine carbon particles from filter. Also run water through glass filler (if provided).
Your Authorized Representative
Buyer
Seller
LIMITED WARRANTY
The Halsey T aylor® W ATERSENTR Y® VII is warranted to be free from defects in material and workmanship for a period of one year from the date of installation. W arranty is limited to repair or replacement of defective component.
PAGE 1 97300C (Rev. L - 01/08)
The Halsey T aylor® WA TERSENTRY® VII filter conforms to NSF/ANSI 42 and 53 for the reduction of Aesthetic Chlorine, T aste and Odor , Particulate Class 1, Lead and Cysts as verified and substanti­ated by test data.
Performance Test Conditions
ANSI/NSF 42
Aesthetic Chlorine
Particulate - Class I
Taste and Odor Reduction
ANSI/NSF 53
Lead Reduction
Cyst Reduction
Capacity Flow Rate Pressure Temperature
1500 Gallons (5678 l)
0.75 gpm (2.8 l/m)
60 psi (4.2 kg/cm2)
o
68-70
F (20-21o C)
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 permissable limit for water leaving the system, as specified in NSF/ANSI 42 and 53.
T able 1 Lead Reduction
Contaminant
Lead (pH 6.5) Lead (pH 8.5)
Average Influent
.153 mg/l .153 mg/l
Average Effluent
.00125 mg/l .001 mg/l
Average % Reduction
/
Minimum % Reduction
99.1/98.0
99.3/99.3
Maximum
Effluent
.003 mg/l .001 mg/l
Influent
Challenge
Concentration .15 ± 10% mg/l .15 ± 10% mg/l
Max. Permissible
Product Water Concentration
.010 mg/l .010 mg/l
Average Influent
109500
Average Effluent
Average Influent
1.9 mg/l
Average Influent
4666667
T able 2 Cyst Reduction
Maximum
Effluent
1
1
Units
particles/l
Average % Reduction
/
Minimum % Reduction
99.99/99.99
Influent Challenge
Concentration
minimum 50,000/ml
T able 3 Aesthetic Chlorine Reduction
Average
Effluent .05 mg/l
Maximum
Effluent .07 mg/l
Units
mg/l
% Reduction
97.3
Influent Challenge
Concentration
2.0 mg/l ±10%
T able 4 Particulate Reduction (Particle Size: 0.5 - 1 micron)
Average
Effluent
45583
Maximum
Effluent
210000
Units
particles/ml
% Reduction
99.0
Influent Challenge
Concentration
min. 10,000 particles/ml
Reduction
Requirement
99.95%
Reduction
Requirement
50%
Reduction
Requirement
85%
2222 CAMDEN COURT OAK BROOK, IL 60523
630.574.3500
PRINTED IN U.S.A.
FOR REPLACEMENT FILTER, PLEASE CALL 1.630.574.3500
PAGE 297300C (Rev. L - 01/08)
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