! his document provides industry best practices and resources for operators and system managers to avoid
common mistakes that trigger non-compliance.

System Information

Facility Name	 Receiving Water	

Important Dates

Permit Start 	/	/	 Permit End	/	I	Date To Reapply	I	/	

Operational Best Practices

Critical Equipment Status: Evaluate status of critical equipment including influent pumps,
disinfection systems (UV lights), chemical inventories, aerators, etc.

Flows and Meters: Confirm flows throughout the system are within expectations for current
conditions. Are flows fluctuating as expected for rainfall or seasonal conditions? Are flow meters
intact and functioning?

Solids Monitoring and Freeboard: Observe that lagoon cells show a uniform appearance with no
beaching or cresting sludge. Is freeboard > 12 inches?

Dike Condition: Examine dike walls for evidence of seeping, erosion, and damage from
burrowing animals, rooting plants, or cattle.

Auto Samplers: Clear intake lines of blockages. Check sample cycle matches the volume in the
bottle and confirm all samples have been drawn.

Water Conditions: Observe if there is an unusual odor, excessive foam, sheen to the water,
or discoloration of the surrounding vegetation within the lagoon and outfall.

Treatment Issues: Identify treatments issues from high effluent biological oxygen demand or
total suspended solids, bulking sludge, increased vector attraction (e.g., waterfowl, midge flies),
excessive algae and vegetation growth (e.g., duckweed, cattail, etc.)

Safety: Be aware of trip hazards, personal protective equipment availability and condition,
railings, walkways, and emergency flotation.

Equipment Calibrations: Items like autosamplers, dissolved oxygen and chemical probes
(including pH) drift out of range over time and will need to be recalibrated to a standard to ensure
that the equipment is reading accurately.

Collection System Lift stations and manholes throughout the service area will need to be
inspected periodically for condition assessment and potential fats, oils, and grease or wipes build-
up that can lead to blockages and malfunctions causing sanitary sewer overflows.

Pump and Motor Maintenance: Most pumps and motors require lubrication, belt replacement, or
oil changes. Identify assets that need additional maintenance above manufactures estimates due
to the demanding conditions experienced at wastewater systems.

Alarms: Confirm alarms and other active monitoring systems are operational.

Safety: Keep spill control supplies stocked, and emergency response equipment in operational
condition.

~	Solids Accumulation: Measure sludge depth throughout the lagoon. Sludge levels should be
maintained at < 30% of the total lagoon depth.

~	Valve Operations: All valves need to be exercised at least annually as part of operation and
maintenance requirements and as part of an emergency management program.

Frequent
Inspections

Items to check
often (usually daily)
as the operational
condition

of these items can
quickly impact the
performance of the
treatment system.

Occasional
Inspections

Items to check less
frequently (usually
weekly or monthly)
to confirm that
performance is
within expectations

~
~

Annual &
Biannual
Inspections


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Common Process Monitoring Parameters

Dissolved
Oxygen (DO)

¦	Treatment Microorganisms consume a large quantity of oxygen to grow and reproduce. A minimum
DO of (0.5 - 2 mg/L) should be available to these organisms or the treatment capacity of the system
can be suppressed leading to septicity.

¦	The distribution of DO throughout the lagoon indicates the type of lagoon and treatment process.
Types can include Aerobic, Anaerobic, and Facultative. Knowing the type of lagoon can identify
additional control mechanisms available.

¦	Mitigation of the negative effects of seasonal overturn can be accomplished by providing
additional oxygen during these periods.

Solids Inventory

Detention Time
Sludge Blanket
Sludge Characterization
Sludge Age

¦	Excessive sludge in a lagoon can reduce treatment capacity and efficiency by lowering detention
time, and contributing to bulking sludge, and odors.

¦	Sludge can also provide a nutrient source for aquatic vegetation like duckweed and algae
causing additional growth that can overwhelm a system leading to biochemical oxygen demand
and total suspended solids challenges in the effluent.

¦	Preventing the sludge blanket from exceeding 20% of the total depth can help regulate the
total microbial population and promote the dominance of the most efficient treatment
organisms.

¦	A sludge judge or ultrasonic interface monitor can be used for sludge blanket monitoring.

¦	Sludge characterization is required to determine the appropriate disposal method.

Nutrients
and pH

Ammonia

Nitrate/Nitrite

Phosphorus

¦	Excessive nutrients within a system can create internal treatment challenges with algae and
duckweed growth as well as cause effluent exceedances by exerting additional biochemical oxygen
demand on receiving waters.

¦	Persistent low pH (< 6.5) and low temperatures can affect nutrient uptake from treatment
microorganisms and lead to an increase in odor production.

Sampling Best Practices

Location

¦ Required sample locations are described in the permit and are representative of influent (before any
treatment and return flows) and effluent (after all treatment is performed). Effluent samples should be
representative of the water discharge through the outfall prior to mixing with the receiving water body
or other waste streams.

Occurrence

Specified by the
permit

| ¦ Frequency: Sampling can occur at daily, weekly, monthly, quarterly, and annual intervals.
| ¦ Type: Grab (single dip sample) or composite sample (a series of flow proportional grab samples in
timed increments combined into a single sample for analysis).

Collection

A

¦	Only use sample bottles that are sterilized and triple rinsed. Discard the contents of the first
sample as rinse then collect the actual sample. If there is a preservative in the collection bottle, do
not rinse or overfill. The volume of preservative needed is specific to the volume of sample to be
collected.

¦	Document the chain of custody: the time of collection, date, the person taking the sample, and unique
sample identifier. Rinse all collection equipment with deionized water before storage.

Preservation

¦ All samples collected should be preserved in accordance with 40CFR part 136. At a minimum, all
samples should be maintained at < 6°C prior to analysis; however, frozen samples will be rejected
by the lab. Be aware of hold times for specific parameters. Parameters such as pH and dissolved
oxygen need to be analyzed almost immediately as values can change rapidly whereas other can
be stored over 24 hours before analysis is required.

Shipping

¦ Include all samples, a temperature blank (provided by the lab), and the preservative (ice). Do not
use dry ice as the CO2 released when melting can cause asphyxiation or extreme pressure buildup
in enclosed containers.

Safety

| There is potential for exposure to pathogens in the wastewater during sampling. Wear proper
personal protective equipment like nitrile gloves and safety glasses to limit entry points into the
body.


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Reporting Best Practices

Logbook

Submitting

Discharge

Monitoring

Reports

(OMRs)

IB

Interpreting
Lab Results

Calculations

Documenting operational actions and equipment status or calibration results is a great way to
troubleshoot problems within a system that may happen later. Some documentation is required by the
permit like a chain of custody and recording of operational actions. An official logbook should have a date,
climate conditions, and operators on duty. Logbooks should be accessible to inspectors upon request and
be retained for at least 3-5 years.

Submission: Sample and calculated results must be recorded and submitted on a DMR through
NetDMR at the frequency required by the permit. DMRs are due on the 28th day of the month following
the reporting period.

Significant Digits: NetDMR allows for a maximum of 8 digits after the decimal; however, the
number of significant digits required is determined by the accuracy of the measurement.

¦	All non-zero digits and any zeros between non-zero digits count.

¦	Leading zeros do not count.

¦	Trailing zeros count if there is a decimal point.

Rounding Numbers: Stay consistent in rounding numbers through calculations and reporting.

¦	Identify the position of the digit you are rounding to.

¦	Leave the digit the same if the trailing digit is less than 5.

¦	Increase the digit by 1 if the trailing digit is 5 or more.

¦	If the digit 5 is dropped, round off the preceding digit to the nearest even number (e.g.,1.05 rounds to
1.0,1.15 rounds to 1.2)

Detection Limit: The minimum value that an analytical method can generate with confidence. A
detection limit must be < the minimum value specified for a parameter in the permit. If a laboratory reports
a trace amount, then a "<" sign should be reported on the DMR with the detection limit specified.
Practical Quantification Limit (PQL); The minimum concentration of an analyte that can be
measured with a high degree of confidence that the analyte is present at or above that concentration. Often,
analytical values less than PQL are considered zero for purposes of determining averages. If analytical
results are less than PQL, < PQL can be reported on the DMR.

Average Monthly (30-day); Arithmetic mean of all samples for a parameter collected during a
calendar month or consecutive 30-day period.

Average Weekly (7-day) Arithmetic mean of all samples collected Sunday through Saturday or
consecutive 7-day period.

DailyMaximum Greatest measured value for a pollutant discharged during a calendar day or 24-hour
period that represents a calendar day for purposes of sampling. For pollutants with limitations
expressed in other units of measurement (e.g., mg/L), the daily maximum is calculated as the average
of all measurements of the pollutant over the calendar day or 24-hour period.

Noncompliance! SignificantNoncompliance(SNC): SNC violations can range from significant exceedances of
effluent limits and sanitary sewer overflows to reporting violations.

Reporting: In any event of effluent discharge exceeding permit limits, the operator in responsible charge
must notify the permitting authority orally within 24 hours of becoming aware of the circumstances
and provide a written submission within 5 days. The written submission should include: (1) a
description of the noncompliance and its cause; (2) the period of noncompliance (exact dates and times);
(3) if at the time of notification, the noncompliance has not been corrected, the anticipated time it is
expected to continue; and(4)steps taken or planned to reduce, eliminate, and prevent the recurrence of
noncompliance.

Noncompliance Hotline Regional EPA	-	-	State	-	-	


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