1.1 MoDNR Regulatory Framework & Operator Classification
Key Takeaways
- MoDNR enforces drinking water operator rules under 10 CSR 60-14 and wastewater operator rules under 10 CSR 20-9, authorized by RSMo Chapters 640 and 644.
- Drinking water treatment facilities are classified by source water and treatment process, not population; the only numeric treatment threshold is 1.5 MGD of surface water capacity, which separates Level A from Level B.
- Distribution systems are classified by population served: DS III above 10,000, DS II from 3,301 to 10,000, and DS I up to 3,300, with storage, blending and disinfection criteria able to raise the level.
- Missouri wastewater plants are classified by a point total under 10 CSR 20-9: Level D is 25 points or less, Level C is 26 to 50, Level B is 51 to 70, and Level A is 71 or more.
- The system owner must notify the department in writing within fifteen (15) calendar days after the chief operator is replaced.
The protection of Missouri's water resources and public health relies on a strict legal and administrative framework. The Missouri Department of Natural Resources (MoDNR) serves as the primary environmental regulatory agency in the state. Operating through its Division of Environmental Quality, MoDNR oversees the permitting, compliance monitoring, and operator licensing programs across thousands of public water supply systems and wastewater treatment works.
Two citizen commissions establish environmental policy, adopt formal rules, and adjudicate appeals in Missouri:
- The Missouri Safe Drinking Water Commission, authorized under Revised Statutes of Missouri (RSMo Chapter 640), establishes drinking water standards and rules codified in Title 10 of the Missouri Code of State Regulations, Division 60 (10 CSR 60).
- The Missouri Clean Water Commission, authorized under RSMo Chapter 644 (the Missouri Clean Water Law), establishes water quality standards, wastewater discharge limits, and operating regulations codified in Title 10, Division 20 (10 CSR 20).
Within this administrative code, 10 CSR 60-14 governs the certification and classification of drinking water operators, while 10 CSR 20-9 establishes the certification and classification requirements for wastewater operators.
+-----------------------------------------------------------------------------------------+
| MISSOURI REGULATORY GOVERNANCE |
+-----------------------------------------------------------------------------------------+
| RSMo Chapter 640 (Drinking Water Law) | RSMo Chapter 644 (Clean Water Law) |
| -> Safe Drinking Water Commission | -> Clean Water Commission |
| -> 10 CSR 60-14 (Drinking Water Operators) | -> 10 CSR 20-9 (Wastewater Operators) |
+-----------------------------------------------+-----------------------------------------+
| MoDNR Water Protection Program |
| (Permitting, Compliance, Inspections & Certification) |
+-----------------------------------------------------------------------------------------+
Drinking Water Facility Classification (10 CSR 60-14.010, Table 1)
Under 10 CSR 60-14, a drinking water treatment facility is classified by its source water and the treatment processes it operates — not by the population it serves. The rule works as a checklist: you find every row in Table 1 that applies to the plant, and the highest level applicable to the system is the classification of the system. The operator certificate required for the chief operator matches that classification, with Level A highest and Level D lowest.
The single numeric threshold in the treatment table is a capacity figure, and it applies only to surface water:
| Classification | Source-water and treatment characteristics that trigger this level |
|---|---|
| Level A (highest) | Surface water source with treatment facility capacity greater than 1.5 million gallons per day (MGD) |
| Level B | Surface water source with capacity less than or equal to 1.5 MGD; Ground Water Under the Direct Influence of surface water (GWUDI); ground water (not GWUDI) with capacity greater than 1.5 MGD performing lime softening; coagulation of surface water; chlorine dioxide; reverse osmosis, membrane filtration, ultrafiltration |
| Level C | Gas chlorination using one-ton containers; chemical oxidation (for example potassium permanganate); coagulation of groundwater; ion exchange for purposes other than softening (such as nitrate removal); lime/soda softening; pH and alkalinity adjustment; adsorption (for example activated carbon); filtration (greensand, pressure, rapid gravity, slow sand) |
| Level D | Ultraviolet light; gas chlorination, calcium or sodium hypochlorination in combination with other treatment other than ion exchange softening; chloramines; fluoridation; sequestration; aeration (cascade, diffused, packed tower, slat tray, spray); purchased water with further treatment by the purchasing system other than chlorination or ion exchange softening; ground water (not GWUDI) with treatment other than chlorination or ion exchange softening |
Two rules catch candidates out repeatedly:
- Ion exchange for softening is included in all treatment and distribution certifications. It never sets the level by itself; the level is determined by the plant's other treatment or distribution characteristics.
- A system using only chlorination or ion exchange softening on ground water (not GWUDI) or purchased water, or using no treatment at all, is classified from the distribution table (Table 2) instead of the treatment table.
Worked example. A plant draws from a reservoir, runs coagulation, flocculation, sedimentation and dual-media filtration, and treats 6 MGD. Surface water above 1.5 MGD is a Level A row, so the plant is Level A and needs a Level A chief operator — the answer comes from the source and capacity, not from the 40,000 people it happens to serve.
Distribution System Classification (10 CSR 60-14.010, Table 2)
Distribution systems are classified DS I through DS III, with DS III highest. Here population is a criterion, and the same "highest applicable row wins" logic applies:
| Criterion | Trigger | Classification |
|---|---|---|
| Population served by distribution | Greater than 10,000 | DS III |
| 3,301 to 10,000 | DS II | |
| Up to 3,300 | DS I | |
| Distribution source water | Multiple sources — distributed water is blended from more than one treatment facility, well or purchased source, and the finished waters differ substantially in chemical characteristics | DS III |
| System storage | Multiple gravity storage facilities | DS II |
| Two or more pressure reducing valves (excluding those on customer service lines) | DS II | |
| Disinfection | Gas chlorination is the only distribution system treatment | DS II |
| Calcium or sodium hypochlorite is the only distribution system treatment | DS I | |
| Water in the distribution system from a surface water source is re-chlorinated | DS III |
Note the asymmetry the exam likes to test: gas chlorination in the distribution system pushes you to DS II, while hypochlorite only reaches DS I — the hazard of the chemical, not the disinfection itself, drives the level.
Wastewater Facility Classification: The Point System (10 CSR 20-9.010)
Missouri classifies wastewater treatment facilities completely differently from drinking water plants. Instead of a "highest row wins" table, 10 CSR 20-9 assigns points for every item that applies and totals them. The point total sets the classification:
| Classification | Point total |
|---|---|
| Level D | 25 points and less |
| Level C | 26 to 50 points |
| Level B | 51 to 70 points |
| Level A (highest) | 71 points and greater |
Selected point values operators are expected to recognise:
| Category | Item | Points |
|---|---|---|
| Size | Maximum population equivalent (P.E.) served, peak day | 1 pt per 10,000 P.E. (max 10) |
| Size | Design flow or peak month's flow, whichever is larger | 1 pt per MGD (max 10) |
| Effluent discharge | Missouri or Mississippi River | 0 |
| Effluent discharge | All other stream discharges except losing streams / whole-body-contact reaches | 1 |
| Effluent discharge | Losing stream, lake or reservoir supporting whole body contact recreation | 3 |
| Effluent discharge | Direct reuse or recycle of effluent | 6 |
| Preliminary | Screening and/or comminution; grit removal; plant pumping of main flow | 3 each |
| Preliminary | Flow equalization | 5 |
| Primary | Primary clarifiers | 5 |
| Secondary | Activated sludge (incl. extended aeration, oxidation ditches, SBRs, MBRs, contact stabilization) | 15 |
| Secondary | Trickling filter and other fixed-film media | 10 |
| Secondary | Stabilization ponds without aeration | 5 |
| Secondary | Aerated lagoon | 8 |
| Secondary | Advanced lagoon treatment (aerobic cells, anaerobic cells, covers, fixed film) | 10 |
| Solids | Anaerobic digestion | 10 |
| Solids | Aerobic digestion | 6 |
| Solids | Mechanical dewatering | 8 |
| Solids | Solids reduction (incineration, wet oxidation) | 12 |
| Disinfection | Chlorination or comparable | 5 |
| Disinfection | Ultraviolet light | 4 |
| Laboratory | Advanced determinations (BOD seeding, fecal coliform, nutrients) | 7 |
| Laboratory | Highly sophisticated instrumentation (atomic absorption, gas chromatograph) | 10 |
Worked example. A 2 MGD plant serving 18,000 P.E. discharging to an ordinary stream, with screening (3), grit removal (3), primary clarifiers (5), activated sludge (15), aerobic digestion (6), mechanical dewatering (8), chlorination (5) and BOD/DO/titration lab work (5): size 2 + 2 = 4, discharge 1, unit processes 45, lab 5 → 55 points → Level B. Adding anaerobic digestion (10) instead of aerobic (6) would push the total to 59 — still B; adding incineration (12) would carry it past 71 into Level A.
The rule also gives the department discretion: if unique treatment plant conditions distort the point total, the department may adjust the facility classification.
Staffing Mandates: Chief Operator and Process Control Decisions
Missouri requires clear lines of operational responsibility. Every permitted drinking water system and wastewater treatment facility must designate a qualified chief operator.
- Certification rule: the chief operator must hold an active certificate of the appropriate type at a level equal to or higher than the facility's classification. A Level A surface water plant needs a Level A drinking water treatment operator as chief operator.
- Vacancy notification: under 10 CSR 60-14.010(4), the system owner shall notify the department in writing within fifteen (15) calendar days after the chief operator is replaced. This deadline is a favourite exam item — it is fifteen calendar days, not thirty, and not "the next monthly report".
- Contract operators: a water system that hires a contract operator must have a written agreement setting out the operator's responsibilities, containing at minimum the information required by 10 CSR 60-14.010(4)(F).
- Responsibilities: establishing standard operating procedures, supervising staff, reviewing and signing Monthly Operating Reports (MORs) and Discharge Monitoring Reports (DMRs), coordinating with MoDNR inspectors, and directing process optimisation.
Process control decisions and uncertified personnel
A process control decision is a judgement that directly changes water quality or effluent quality — adjusting coagulant or disinfectant dosing, changing filter backwash intervals, altering return activated sludge (RAS) or waste activated sludge (WAS) rates, or shifting hydraulic flows between unit processes. Missouri's experience rules define qualifying experience in exactly these terms: making or acting upon day-to-day process control and system integrity decisions, including the subsequent adjustment of chemical feeders.
Non-certified personnel — labourers, maintenance technicians, clerks, operators-in-training — may perform mechanical maintenance, read meters, pull samples and log data. They may not independently make process control decisions or alter chemical feed rates without the direction of a certified operator.
A Missouri water treatment facility draws from a surface water reservoir and operates rapid mix coagulation, flocculation, sedimentation and dual-media filtration at a treatment capacity of 6 MGD. Under 10 CSR 60-14, what classification does the facility carry?
Which task is routine mechanical maintenance rather than a water-quality process-control decision and may be assigned to an uncertified maintenance worker under the facility’s procedures?
A standalone drinking water distribution utility purchases finished water and serves a population of 8,200 through multiple gravity storage tanks and two booster stations. Under Table 2 of 10 CSR 60-14.010, what is the required classification?