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Back Table 10-12.—Variations in Performance and Some Common Causes—Continued | Up Utilitiesman (Advanced) - Manual for electric, plumbing, water and other utilities | Next Discharge for Recycling |
some changes from normal values and some
causes for these changes.
DISPOSING OF AND MONITORING
SEWAGE EFFLUENTS
The wastewater treatment process includes
taking the solids out of the wastewater, getting
rid of the solids, and getting rid of the treated
wastewater or effluent in a way the federal and
state regulating agencies approve. Sludge handling
and disposal are covered in chapter 13. This
chapter describes many ways to dispose of plant
effluent.
All plants that discharge an effluent must have
NPDES permits issued by the EPA or by a state
agency for the EPA. Before these permits are
given to the plant, officials make a careful survey
of the water use nearby that might be hurt by the
effluent of the treatment plant. The permit may
list top, bottom, or average limits for some kinds
of pollutions. It may also state in what way the
plant can dispose of its effluent. If the plant does
not meet the limits on the permit, the operator
should contact the regulating agency at once. The
permit can be changed or revoked by the agency.
Sometimes the plant may be allowed to discharge
more than the limit on the permit, but that is up
to the regulating agency. The purpose of the
permit is to protect human health and natural
resources. All operators should know the permit
limits and make every effort to ensure that the
treatment plant complies with them.
EFFLUENT DISCHARGE METHODS
The two major methods of discharging
effluent are continuous discharge and intermit-
tent discharge.
Most treatment plants discharge an effluent
to a receiving water all the time. The effluent may
go to an ocean, gulf, bay, lake, or stream. The
point of discharge may be above or below the
surface of the receiving water. Continuous
discharge is often cheaper than other methods
because it takes less manpower, equipment, and
storage to operate. However, a very good
monitoring program must be used to make sure
toxic waste is not discharged. After a toxic waste
is discharged, there is no practical way to stop or
isolate the toxic substance.
Intermittent discharge means that the effluent
is not discharged all the time, but only from time
to time. This type of discharge requires a place
to store the effluent. It is not often used at large
plants. But it does work well at lagoons and small
treatment plants that have holding or polishing
ponds.
Intermittent discharge lets the operator choose
the time and rate of discharge. A controlled
amount of effluent can usually be discharged
without hurting the quality of the receiving water
if the operator picks the right time for all
discharges. In some cases, the receiving water has
even been improved. Intermittent discharge may
cost more to build, but it does not require as costly
a monitoring program. When there is no dis-
charge, there is no effluent to be tested.
A special type of intermittent discharge is
seasonal discharge. This type of discharge is often
used to protect high-quality streams, especially
during the season when the stream is used a great
deal for recreation. More storage is needed for
seasonal discharge because there are usually
only two discharges, one in spring and one in
autumn. The effluent is discharged under con-
trolled conditions approved by the regulating
agencies.
METHODS OF DISPOSING AND
MONITORING SEWAGE EFFLUENTS
Several methods of disposing of sewage
effluents are used today. All methods must con-
form to the NPDES permit requirements and
must be closely monitored. This section discusses
these methods as well as troubleshooting problems
with sewage effluent quality.
Direct Discharge to Receiving Water
Most treatment plants discharge effluent right
into the receiving water. The abilities of the
receiving water to dilute and accept the effluent
is shown in the NPDES permit limits. The
NPDES permit also considers the use of the
receiving water. The effluent may come from a
final clarifier, a disinfection contact basin, a
lagoon, a polishing pond, or a storage pond.
However, it must pass through some type of out-
fall sewer to the point of discharge.
The outfall sewer may be an enclosed pipe or
an open channel or some of both. It is used to
transport the effluent from the final treatment or
storage unit to the point of discharge. The out-
fall sewer may be built to include cascades or
stairsteps, channels, mechanical aerators, or a
filter bed of coarse rock. The purpose of these
aerators is to increase the DO content of the
effluent.
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