Mo. Code Regs. Ann. tit. 10, § 20-9.020
PURPOSE: This rule outlines the requirements for wastewater systems regarding certified personnel.
(1) Definitions. Definitions as set forth in the Missouri Clean Water Law and 10 CSR 20- 2.010 shall apply to those terms when used in this rule, unless the context clearly requires otherwise or as noted in the subsections of this rule.
(2) Wastewater Treatment Systems Requirements.
CLASSIFICATION OF WASTEWATER TREATMENT PLANTS
Certification Level D C B A Range of Points 25 and 71 and less 26-50 51-70 greater Assign points for every item that applies: Size Item Maximum population equivalent (P.E.) served, peak day
Maximum: 10 points Design flow (avg. day) or peak month’s flow, (avg. day) whichever is larger
Maximum: 10 points Effluent Discharge Receiving Water Sensitivity Missouri or Mississippi River
All other stream discharges except to losing streams and stream reaches supporting whole body contact recreation
Discharge to lake or reservoir outside of designated whole body contact recreational area
Discharge to losing stream, or stream, lake or reservoir area supporting whole body contact recreation
Direct reuse or recycle of effluent
Land Disposal— Low rate
High rate
Overland flow
Variation in Raw Wastes (highest level only)
Variations do not exceed those normally or typically expected
Recurring deviations or excessive variations of 100 to 200 percent in strength and/or flow Recurring deviations or excessive variations of more than 200 percent in strength and/or flow
Raw wastes subject to toxic waste discharges
Preliminary Treatment Screening and/or comminution
Grit removal Points 1 pt. per 10,000 P.E. or major fraction thereof.
1 pt. per MGD or major fraction thereof. Size Item Points Plant pumping of main flow
Primary Treatment Primary clarifiers
Combined sedimentation/digestion
Chemical addition (except chlorine, enzymes)
Secondary treatment Trickling filter and other fixed film media with secondary clarifiers
Activated sludge with secondary clarifiers (including extended aeration and oxidation ditches)
Stabilization ponds without aeration
Aerated lagoon
Advanced Waste Treatment Polishing pond
Chemical/physical—without secondary
Chemical/physical—following secondary
Biological or chemical/biological
Carbon regeneration
Solids Handling Thickening
Anaerobic digestion
Aerobic digestion
Evaporative sludge drying
Mechanical dewatering
Solids reduction (incineration, wet oxidation)
Land application
Disinfection Chlorination or comparable
On-site generation of disinfectant (except ultraviolet light)
Dechlorination Size Item Points Ultraviolet light 4
Required Laboratory Control Performed by plant personnel (highest level only) Lab work done outside the plant 0
Push-button or visual methods for simple tests such as pH, settleable solids 3
Additional procedures such as DO, COD, BOD, titrations, solids, volatile content 5
More advanced determinations such as BOD seeding procedure, fecal coliform, nutrients, total oils, phenols, etc. 7
Highly sophisticated instrumentation, such as atomic absorption and gas chromatograph 10 TOTAL* *If unique treatment plant conditions distort the point total, the department may adjust the facility classification.
AUTHORITY: section 644.026, RSMo 1994.* Original rule filed July 15, 1976, effective March 1, 1977. Rescinded and readopted: Filed Nov. 1, 1983, effective July 1, 1984. Rescinded and readopted: Filed July 15, 1991, effective March 1, 1992. *Original authority 1972, amended 1973, 1987, 1993.