Performance Data Sheets - Viking Designer DDSF136DSS Use & Care Manual

Performance Data Sheets

Base Grille Water Filtration System
Model P2WG2L/P2RFWG2 Capacity 200 Gallons (757 Liters)
Model P2WG2/P2RFWG2 Capacity 200 Gallons (757 Liters)
This system has been tested according to NSF/ANSI Standards 42 and 53 for the reduction of the sub-
stances 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 Standards 42 and 53.
Test Parameters: pH = 7.5 ± 0.5 unless otherwise noted. Flow = 0.85 gpm (3.2 Lpm).
Pressure = 60 psig (413.7 kPa).
Substance Reduction NSF Reduction
Aesthetic Effects Requirements
Chlorine Taste/Odor 50% reduction
Particulate Class I* 85% reduction
Contaminant NSF Reduction
Reduction Requirements
Lead: @ pH 6.5 0.010 mg/L
Lead: @ pH 8.5 0.010 mg/L
Mercury: @ pH 6.5 0.002 mg/L
Mercury: @ pH 8.5 0.002 mg/L
Benzene 0.6 mg/L
O-Dichlorobenzene 0.6 mg/L
Toxaphene 0.003 mg/L
*Class I particle size: >0.5 um to <1 um
**Test requirement is at least 100,000 particles/mL of AC Fine Test Dust.
® NSF is a registered trademark of NSF International.
System tested and certified by NSF International against NSF/ANSI
Standard 42 for the reduction of Chlorine Taste and Odor, Particulate
Class I*; and against NSF/ANSI Standard 53 for the reduction of Lead,
Mercury, Benzene, Toxaphene, and O-dichlorobenzene.
Average Influent Challenge
Influent Concentration
1.909 mg/L 2.0 mg/L ± 10%
9700000 #/mL At least 10,000 particles/mL
Average Influent Challenge
Influent Concentration
143.33 ug/L 0.15 mg/L ± 10%
140 ug/L 0.15 mg/L ± 10%
0.0058 mg/L 0.006 mg/L ± 10%
0.00646 mg/L 0.006 mg/L ± 10%
1.83333 mg/L 1.8 mg/L ± 10%
1.83333 mg/L 1.8 mg/L ± 10%
0.016 mg/L 0.015 mg/L ± 10%
Maximum
Effluent
0.05 mg/L
2600 #/mL**
Maximum
Effluent
1.0 ug/L
1.0 ug/L
0.3 ug/L
1.4 ug/L
4.8 ug/L
4.8 ug/L
1 ug/L
21
Average Minimum % Average %
Effluent Reduction Reduction
<0.05 mg/L >97.4 >97.4
62000 #/mL >97.6 >99.4
Average Minimum % Average %
Effluent Reduction Reduction
1.0 ug/L >99.3 >99.3
1.0 ug/L >99.3 99.3
0.0002 mg/L >96.5 96.5
0.0004 mg/L 76.3 88.1
0.014 mg/L 99.7 99.9
0.014 mg/L 99.7 99.9
0.001 mg/L >93.2 >93.2