Replacement Parts; Performance Data - Culligan US-600A Instrucciones Para La Instalación Y El Funcionamiento

Replacement Parts

1 01020827 OR-233 O-ring
2 01020823 SW-5 housing wrench not shown
A
For replacement parts, contact your nearest
retailer or call Culligan Consumer Services at
1-800-721-7360.
Maintenance
Contact your area retailer or local water treatment
professional for replacement cartridge pricing.
Filter Cartridge Selection Guide
Select the right cartridge for
D-10
your water needs
sediment
bad taste & odor
aesthetic chlorine: taste & odor
Giardia
Cryptosporidium
Lead/Mercury
Lindane/Atrazine
Particulate Class III
Particulate Class I
250
filter life in gallons (months)*
service flow rate gpm (Lpm)** 1.0 (3.8)
* Filter cartridge life varies depending on filter type, usage and water conditions.
** Flow rates measured at 60 psi (4.1 bar).
† If not plumbed into separate tap, flow rate may be less than 0.5 gpm
for direct connect systems.
NOTE: Substances reduced are not necessarily in your water.
Filter must be maintained according to manufacturer's instructions,
including replacement of filter cartridges.
Troubleshooting
Leaks between cap and bottom of filter housing
1. Turn off water supply and press the red pressure-relief button.
Remove bottom of housing.
2. Clean O-ring and O-ring groove (located directly beneath threads
of housing). Lubricate O-ring with silicone grease and replace
securely into groove. Screw bottom of housing onto cap and
hand-tighten. DO NOT OVER-TIGHTEN.
Leaks on inlet/outlet connections
1. Turn off water supply and turn on faucet to release pressure in
pipes. Remove tubing from fitting (see #3 under Installation) and
make sure end of tubing is cut squarely and free of burrs. Reinsert
tubing into quick-connect fittings, making sure to push securely
until tubing hits a hard stop.
2. Turn on water supply. If leaks persist, or if there are other leaks
on system, turn off water supply.
Call Technical Support at 1-800-721-7360.

Performance Data

Model US-600
A
Important Notice: Read this performance data and compare
the capabilities of this system with your actual water treatment
needs. It is recommended that, before installing a water
treatment system, you have your water supply tested to
determine your actual water treatment needs.
This system has been tested according to NSF/ANSI 42 and 53 for
the 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.
1
2
D-20 D-30 D-40
A A A A
• • •
• • • •
• • • •
• •
• •
•
•
•
• •
1000 1000 600
(3) (12) (12) (6)
1.0 (3.8) 0.9 (3.4) 0.6 (2.3)
D-10 Cartridge
A
Influent
Challenge
Substance Concentration
Standard 42 Aesthetic Effects
Chlorine 2.0 mg/L±10%
Particulates
at least 10,000
(5-15<μm)
particles/mL
Class III
Flow Rate=1 gpm (3.78 Lpm)
D-20 Cartridge
A
Influent
Challenge
†
Substance Concentration
Standard 42 Aesthetic Effects
Chlorine 2.0 mg/L±10%
Flow Rate=1 gpm (3.78 Lpm)
D-30 Cartridge
A
Influent
Challenge
Substance Concentration
Standard 42 Aesthetic Effects
Chlorine 2.0 mg/L±10%
Particulates
at least 10,000
(0.5– <um)
particles/mL
Class I
Standard 53 Health Effects
Minimum
Cysts†
50,000/L
Turbidity 11 ± 1 NTU
10
7
fibers/L>10
Asbestos
micrometers in
length
Flow Rate = 0.9 gpm (3.4 Lpm)
D-40 Cartridge
A
Influent
Challenge
Substance Concentration
Standard 42 Aesthetic Effects
Chlorine 2.0 mg/L±10%
Particulates
at least 10,000
(0.5– <um)
particles/mL
Class I
Standard 53 Health Effects
Minimum
Cysts†
50,000/L
Turbidity 11 ± 1 NTU
10
7
fibers/L>10
Asbestos
micrometers in
length
0.15 mg/L
Lead 6.5 pH
±10%
0.15 mg/
Lead 8.5 pH
L±10%
Mercury 6.5 0.006 mg/
pH L±10%
Mercury 8.5 0.006 mg/
pH L±10%
0.009 mg/
Atrazine
L±10%
0.002 mg/
Lindane
L±10%
Flow Rate = 0.6 gpm (2.27 Lpm)
If not plumbed into separate tap, flow rate may be less than 0.5 gpm for direct connect systems.
† Based on the use of microspheres or Cryptosporidium parvum oocysts.
Testing was performed under standard laboratory conditions, actual performance may vary.
3
Max.
Permissible
Product Water Reduction
Concentration Requirements
≥50%
≥85%
Capacity=250 gallons (946 L) or 3 months
Max.
Permissible
Product Water Reduction
Concentration Requirements
≥50%
Capacity=1000 gallons (3785 L) or 12 months
Max
Permissible
Product Water Reduction
Concentration Requirements
≥50%
≥85%
99.95%
0.5 NTU
to 10
8
99%
Capacity=1000 gallons (3785 L) or 12 months
Max
Permissible
Product Water Reduction
Concentration Requirements
≥50%
≥85%
99.95%
0.5 NTU
to 10
8
99%
0.010 mg/L
0.010 mg/L
0.002 mg/L
0.002 mg/L
0.003 mg/L
0.0002 mg/L
Capacity=600 gallons (2271 L) or 6 months
Minimum Average
Reduction Concentration
95%
99.5%
Minimum Average
Reduction Concentration
95.7%
Minimum Average
Reduction Concentration
97.4%
99.9%
99.99% 99.99%
95.5% 98.2%
>99.9% >99%
Minimum Average
Reduction Concentration
99.1%
99.9%
99.99% 99.99%
95.5% 98.2%
>99% >99%
99.3% 99.3%
99.3% 99.3%
96.6% 95.0%
94.1% 88.5%
94.3% 94.3%
97.6% 97.6%