- (a) Surface discharging systems shall be adequately disinfected prior to discharge.
(b)
- (1) Chlorination, ozone induction, and ultraviolet exposure are all acceptable means of disinfection for surface discharges.
- (2) Installation, operation, and performance data supplied by the manufacturer shall be submitted with all designs incorporating ozone or ultraviolet light devices.
- (3) A sample port shall be installed within five feet (5’) of the disinfection outlet or chlorine contact chamber with a minimum six inches (6”) of fall for sample collection.
- (c) Chlorinators used in surface discharging systems shall produce a minimum ten parts per million (10 ppm) chlorine solution during peak flow.
(d)
- (1) A baffled contact chamber sufficient in size to provide a thirty-minute retention time with a minimum flow of one (1) gallon per minute shall be required after the chlorinator for all surface discharging systems utilizing chlorine disinfection.
- (2) The minimum size of a chlorine contact chamber shall be thirty (30) gallons.
(e)
- (1) The point of discharge from the chamber shall be above the high-water level of a receiving stream or ditch.
- (2) The chamber discharge elevation shall also be below its influent elevation to prevent flooding of the treatment unit.
(f)
- (1) When a surface discharging system fails to function properly or does not consistently meet the discharge requirements, the discharge of wastewater shall stop immediately.
- (2) The owner shall be allowed to use the septic tank or mechanical treatment unit as a holding facility until adequate repairs are made.