The requirements in this part apply to vacuum and pressure sand filters.
Filter material must be screened, sharp filter sand sized between 0.4 and 0.55 millimeters with a uniformity coefficient not exceeding 1.75. Anthracite sized between 0.6 and 0.8 millimeters with a uniformity coefficient not exceeding 1.8, may be used instead of sand.
The underdrain system must be corrosion-resistant, enduring, and provide even collection and distribution of the flow during filtration and backwashing. Orifices and other openings must maintain constant area.
Freeboard provided between the upper surface of the filter media and the lowest portion of the pipes or drains which serve as overflows during backwashing must be designed to prevent loss of filter material.
The filter system must have influent and effluent pressure gauges or a filter-mounted pressure gauge, backwash sight glass on the waste discharge line, and an air-relief valve at or near the high point of the filter. The filter system must have valves and piping that permit:
Each pressure filter tank must have an access opening to permit maintenance.
Devices with dosage control features must be provided if coagulants are added ahead of filters.
On pressure filters, the tank and integral parts must have a pressure safety factor of four based on the maximum shutoff head of the pump. For design purposes, the shutoff head must in no case be considered less than 50 pounds per square inch.
Minn. R. agency 144, ch. 4717, POOLS; LIFEGUARDS; AND EQUIPMENT, pt. 4717.2850
Statutory Authority: MS s 144.05; 144.12; 144.123; 145A.02; 157.01