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Culligan Model 900 User Manual

Page 10

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Culligan Hi-Flo

®

52 Softener Engineer’s Specification

Page 2

3.2

DESIGN PARAMETERS
Normal System Flow & Pressure Drop:

gpm @ 15 PSI

Maximum System Flow & Pressure Drop: gpm @ 25 PSI
Backwash/Rinse Flow:

gpm

Backwash Volume:

gallons nominal

Daily Water Usage:

gallons per day (gpd)

Daily Hours of Water Demand:

Operating Temperature Range:

40

°

–120

°

F

Operating Pressure Range (System):

30–100 PSI

Electrical Requirements:

120 Volt, 60 Hz, 1 phase (receptacle required)

System Dimension (L x W x H):

”L x ”W x ”H

¨ (ASTM soap test method)

3.3

EFFLUENT WATER QUALITY

ZERO GPG HARDNESS

¨ (Hardness EDTA test method)

3.3

EFFLUENT WATER QUALITY

MG/L HARDNESS

4.0

EQUIPMENT SPECIFICATIONS

4.1

SOFTENER TANK(S)
Each system shall include _____ tank(s). Each softener tank shall be _____ inches in diameter. The sideshell
height shall be _____ inches, sufficient to allow for proper freeboard space above the resin bed for adequate
expansion of the resin during backwashing.

4.1.0 Tank Construction

¨ (Standard vessel)
Tank(s) shall be electrical welded pressure vessel quality low carbon steel construction rated for 100 psig
working pressure.

¨ (ASME vessel)
Tank(s) shall be electrical welded pressure vessel quality low carbon steel construction rated for 125 psig
working pressure and hydrostatically tested at 50% in excess of the working pressure. Tank construction shall
conform to the latest edition of Section VIII for ASME Code pressure vessels and shall be so stamped and
certified.

¨ (Fiberglass vessel)
Tank(s) shall be manufactured of polyester reinforced by a continuous roving glass filament overwrap. The top
opening will be 4”-8 UN threaded and the tank bottom will be supported on a molded structural base.

4.1.1 Access Openings

¨ (Steel and ASME vessel)
Each tank will be equipped with openings for mineral filling and periodic inspection.

4.1.2 Tank Supports

¨ (Steel and ASME vessel)
Tank supports shall be structural steel legs that permit skid mounting and comply with Seismic Zone 4 loading
requirements, UBC importance factor 1.0.

¨ (Steel vessel)

4.1.3 Tank Finish – Exterior

Tank finish on the exterior shall be a high solids polyurethane monochromatic gloss enamel applied to a 1.25 to
1.50 mils DFT over a 1.00 to 1.25 mil DFT prime coat.

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