(1) The manager shall ensure that a filter system:
- (a) has a way to isolate each individual filter for backwashing or other service; and
- (b) is designed to allow the pool operator to easily observe the discharged filter backwash water to determine if the filter system is clean.
(2) The manager shall ensure that a pool uses one of the following filters:
- (a) a rapid rate sand filter;
- (b) a high-rate sand filter;
- (c) a precoat filter; or
- (d) a cartridge filter.
- (3) The manager shall ensure that each filter complies with the standard NSF/ANSI/CAN 50 -- 2021 Equipment and Chemicals for Swimming Pools, Spas, Hot Tubs, and Other Recreational Water Facilities.
(4) The manager shall ensure that a gravity and pressure rapid rate sand filter system is:
- (a) designed for a filter media rate of three gallons or less per minute per square foot of bed area during maximum head loss;
- (b) equipped with a filter bed surface area that is sufficient to meet the design rate of flow required by Table 1 for the required turnover;
- (c) equipped with an influent pressure gauge, vacuum gauge, or compound gauge, as determined by the filter type, to show the condition of each filter;
- (d) equipped with an air-relief valve at or near the high point of the filter or piping system; and
(e) designed with any necessary valve and piping to allow:
- (i) filtering of pool water;
(ii) individual backwashing of each filter:
- (A) to a system as required in Subsection R392-302-7(4); and
- (B) at a minimum flow rate of 15 gallons per minute per square foot of filter area;
- (iii) isolation of each individual filter;
- (iv) complete drainage of the filtration system; and
- (v) convenient maintenance, operation, and inspection.
- (5) The manager shall ensure that a pressure rapid rate sand filter system has an access opening of at least a standard size 11-inch by 15-inch manhole with a cover.
(6) The manager shall ensure that each high-rate sand filter system is:
- (a) designed with a maximum filter media rate in accordance with the manufacturer's recommendations that allows for proper backwash rates;
(b) equipped with:
- (i) a filter bed area sufficient to meet the design flow rate required by Table 1 for the required turnover;
- (ii) an influent pressure gauge to show the condition of the filter; and
- (iii) an air-relief valve at or near the high point of the filter; and
- (c) installed in compliance with the manufacturer's recommendations for each system component.
(7) The minimum filter media rate may be reduced as required in Subsection (6)(a) if:
- (a) more than one high-rate sand filter is installed and operating;
- (b) the filter system includes a valve downstream of the filters that is designed to regulate the backwash flow rate; or
- (c) the circulation system is equipped with a variable frequency drive to allow the system flow rate to be adjusted during a backwash cycle.
(8) The manager shall ensure that each precoat filter system:
(a) is designed with:
- (i) a filtering area that is compatible with the design pump capacity as required by Subsection R392-302-19(1)(m);
(ii) a filter media rate that:
- (A) is a maximum of two gallons per minute per square foot of effective filtering surface without continuous precoat media feed; or
- (B) is a maximum of 2-1/2 gallons per minute per square foot with continuous precoat media feed;
(b) with a continuous feeder device that feeds precoat media:
- (i) is accurate to within 10%;
- (ii) is continuously within a calibrated range that is adjustable from two to six mg/L; and
- (iii) is at the design capacity of the circulation pump;
- (c) is designed and constructed with materials that will withstand normal continuous use without significant deformation or deterioration that could adversely affect filter operations;
- (d) is supplied with potable water delivered through an air gap as required in Section R392-302-6;
(e) is equipped with:
- (i) an influent pressure gauge, vacuum gauge, or a compound gauge to show the condition of the filter; and
- (ii) an air-relief valve at or near the high point of the filter or piping system; and
(f) is designed to facilitate:
(i) cleaning by:
- (A) backwashing;
- (B) air-bump-assist backwashing;
- (C) automatic or manual water spray; or
- (D) agitation; and
- (ii) complete and rapid draining of the filter system.
- (9) If fabric is used, the manager shall ensure that filtration area is determined based on effective filtering surfaces.
(10) The manager shall ensure that:
- (a) diatomaceous earth filter backwash water is discharged as required in Subsection R392-302-7(4) through a separation tank; and
- (b) personal protective equipment suitable for preventing inhalation of diatomaceous earth or other filter aid material is provided for pool operator use.
- (11) In a vacuum filter system installation where the circulating pump is rated at two horsepower or higher, the manager shall ensure that an adjustable high vacuum automatic shut-off device is provided to prevent damage to the pump.
(12) The manager shall ensure that a cartridge filter system is:
(a) designed and constructed with:
- (i) sufficient filter area to meet the design pump capacity as required by Table 1;
- (ii) a maximum filter media rate of 0.375 gallons per minute per square foot of effective filter area; and
- (iii) materials that will withstand normal continuous use without significant deformation or deterioration that could adversely affect filter operations, such as polyester fiber;
(b) equipped with:
- (i) an influent pressure gauge, vacuum gauge, or compound gauge to show the condition of the filter;
- (ii) an extra set of cartridge filters; and
- (iii) an air-relief valve at or near the high point of the filter system; and
- (c) cleaned in accordance with the manufacturer's recommendations.
KEY: pools, spas, swimming, water
Date of Last Change: May 26, 2026
Notice of Continuation: October 21, 2021
Authorizing, and Implemented or Interpreted Law: 26B-1-202; 26B-7-113; 26B-7-124; 26B-7-402