Mo. Code Regs. Ann. tit. 10, § 20-8.190
PURPOSE: This rule specifies the minimum standards for the design of disinfection processes that are part of wastewater collection and treatment systems. This rule is to be used with rules 10 CSR 20-8.110 through 10 CSR 20-8.210. It does not address all aspects of design, and the design engineer may refer to other appropriate reference materials so long as these minimum standards set forth in this rule are met.
(1) Applicability. Wastewater systems that utilize disinfection shall be designed based on criteria contained in this rule, published standards, applicable federal and state requirements, standard textbooks, current technical literature, and applicable safety standards. In the event of any conflict between the above criteria, the requirement in this rule shall prevail.
(2) General.
(3) Chlorine Disinfection.
(B) Gaseous Chlorine Housing.
1. Feed and storage rooms shall—
rooms constructed of fire and corrosion resistant material;
rate equipment from any other portion of the building if gas chlorination equipment or chlorine cylinders are to be in a building used for other purposes;
are chemical resistant, impervious, and slip resistant. Floor drains are discouraged. Design floor drains, where provided, with the ability to be plugged and sealed;
open to the outside of the building, and are equipped with panic hardware. Provide door locks to prevent unauthorized access, but do not need a key to exit the locked room using the panic hardware;
sealed so that they will continue working during a chlorine leak. Comply with 10 CSR 20- 8.140(7)(B), requirements for Class I, Division 2, Group D locations when selecting lighting and electrical equipment;
access to all equipment;
ton cylinders from the feed area; and
and “empty” cylinder storage.
2. Heating and cooling.
equipment shall be provided with a means of heating and cooling so that a temperature of at least sixty degrees Fahrenheit (60° F) and no more than eighty-six degrees Fahrenheit (86°F) can be maintained.
ment provided for the chlorinator room shall be separate from central heating and air conditioning systems to prevent chlorine gas from entering the central system and central heating or cooling ducts are not allowed to terminate or pass through a chlorinator room.
lowing:
tion to provide one (1) complete fresh air change per minute when the chlorinator room is occupied. Construct fans of chemical resistant materials and have chemical proof motors. Squirrel cage type fans located outside the chlorinator room may be approved if the fan housings and ducting are airtight and made of chlorine and corrosion resistant material;
exhaust duct from the room no more than twelve inches (12") off the floor. Locate the point of discharge as not to contaminate the air inlet to any buildings or present a hazard at the access to the chlorinator room or other inhabited areas. Utilize louvers for air exhaust to facilitate airtight closure;
cross ventilation. Place the outside air inlet at least three feet (3') above grade. Utilize louvers for air inlets to facilitate airtight closure; and
chlorinator to the outside atmosphere above grade. Provide passive vent screens.
and lights shall be outside of the chlorinator room at the entrance.
Where chlorine gas is present the applicant shall comply with 10 CSR 20-8.140(9)(D)1.
(4) Dechlorination.
(B) Mixing and Contact Requirements.
nation systems shall not be located in the chlorine contact tank.
(30) seconds for mixing and contact time shall be provided at the design peak hourly flow or maximum rate of pumpage.
(C) Housing Requirements.
ments for housing sulfite gas equipment shall follow the same guidelines as for chlorine gas. For specific details follow the provisions listed in subsection (3)(B).
paragraph (3)(B)5. of this rule.
(5) Ultraviolet Disinfection.
(A) Dosage and System Sizing.
based on the design peak hourly flow, maximum rate of pumpage, or peak batch flow.
tion is provided for a batch discharger, the dosage shall be based on the peak batch flow.
er the target dosage based on equipment derating factors and, if needed, have the UV equipment manufacturer verify that the scale up or scale down factor utilized in the design is appropriate for the specific application under consideration.
wastewater treatment facility shall be a minimum of thirty thousand microwatt seconds per centimeters squared (30,000 μW • s/cm2) based on MS-2 phage inactivation.
(B) Design.
tion of the total number of banks shall be capable of treating the design peak hourly flow, maximum rate of pumpage, or peak batch flow.
tion of the total number of closed vessels shall be capable of treating the design peak hourly flow, maximum rate of pumpage, or peak batch flow.
lizing medium-pressure lamps shall be provided with an automatic cleaning system in order to prevent algae growth.
(C) Monitoring and Alarms.
monitor and display at the UV system control panel the following minimum conditions:
or closed vessel system;
tion of each bank or closed vessel system;
in the system; and
hours of each bank or each closed vessel system.
alarm system. Alarm systems shall comply with 10 CSR 20-8.140(7)(C).
AUTHORITY: section 644.026, RSMo 2016.* Original rule filed Aug. 10, 1978, effective March 11, 1979. Amended: Filed June 15, 2018, effective Feb. 28, 2019. *Original authority: 644.026, RSMo 1972, amended 1973, 1987, 1993.