|
 |
1600 W. Brookmont Blvd.
Kankakee, Illinois 60901
Phone:
815 9330444
Fax: 815
9330104 |
|
Facility Flow Chart

Treatment
Processes
Preliminary
Treatment
|
The
wastewater treatment process begins with
preliminary treatment where all influent
waste flows into a large underground tank
called a wet well. There are six influent
pumps, altogether designed to pump a total
of 85 million gallons per day.
The first step in this treatment processing
is wastewater screening. KRMA has two
barscreens with 1/2 inch spaces between the
bars. Large debri, such as sticks, rags or
plastic bags are caught on the screen and
augered to a dumpster.
The wastewater next flows into the grit
tanks where air is pumped into the
wastewater to keep the organic material in
suspension, while the inorganics such as
sand and grit are settled out and conveyed
to another dumpster. These dumpsters are
routinely hauled away for landfill disposal. |
|
 |
Primary
Treatment
|
 |
|
Next, the
wastewater travels to the primary clarifier
tanks where floatable and settleable solids
are removed. The primary clarifiers remove
20-25% of total solids and organic material.
The solids removed are pumped to the sludge
mixing tanks, while the wastewater continues
on to secondary treatment.
|
Secondary
Treatment
|
The first
step in secondary treatment is biological
treatment in six aeration tanks. Here air is
diffused into the wastewater to enhance the
growth of microorganisms. These
microorganisms convert the organic material
into more microorganisms.
In the next step of secondary treatment the
wastewater flows into one of four secondary
clarifier tanks. These circular clarifier
tanks remove floating and settleable solids,
which consist mainly of microorganisms. The
majority of the microorganisms removed are
returned to the aeration tanks for reuse,
while a small amount is wasted to the sludge
mixing tanks. |
|
 |
Chlorination
& DeChlorination
|
 |
|
The final
treatment process is the addition of
chlorine gas to the treated wastewater to
kill all remaining organisms.
Sodium Bisulfate is then added to remove any
remaining chlorine which could be harmful to
the river's ecosystem.
|
Sludge
Processing
|
All of the
treated waste solids, which are removed from
the primary and secondary treatment
processes, are first pumped into two sludge
mixing tanks.
After mixing, the raw sludge is pumped into
two Dissolved Air Floatation Thickening of
DAFT tanks. Here air is introduced in
solution into the sludge, causing the solid
material to float on top of the water.
The sludge is taken off the top and the
water is returned to the preliminary
influent wet well for treament. |
|
 |
Sludge
Digestion
|
 |
|
Next, the
sludge is pumped into one of three primary
digesters for anaerobic digestion. Here the
sludge is mixed and the temperature
maintained at 95 deg. F. This facilitates
anaerobic bacterial growth, which breaks
down the organic material further producting
methane gas.
The methane gas is collected and burned in
two onsite generators to produce electricity
to partially power the plant. Sometimes
excess gas is produced and must be burned
off with the gas flare.
Approximately 30% of the plant's power usage
comes from the digester gas, while another
50% comes from the City of Kankakee's
hydroelectric plant located upstream on the
Kankakee River. The remaining power is
purchased from Commonwealth Eddison. |
Sludge
Thickening, Storage, and Hauling
|
After
digestion, the sludge is pumped to the
sludge thickening building, where it is
thickened before being stored. Here it is
pumped onto two gravity belt thickeners,
where the sludge is spread on conveyor
belts, and polymer is added, allowing the
sludge and water to seperate.
After the water is drained, the thickened
digested sludge is collected in a hopper,
from where it is pumped into one of four
sludge storage tanks. The sludge is stored
here until it is hauled away to be used as a
soil additive on farm fields in the area. |
|
 |
Odor Control
|
 |
|
Certain
stages of the treatment process release foul
odors, which can carry throughout the
surrounding area. KRMA has three odor
control systems, installed at the highest
odor emitting treatment processes.
There are two biological odor control
systems, which treat the odorous air by
blowing it through bacteria laden organic
media. These bacteria eat the organics
material in the air, eliminating the odor.
In addition, there is one chemical odor
control system which treats the air with the
addition of chemicals that react with the
odorous material and chemically break it
down, eliminating the odor. |
Effluent Quality
|
KRMA has an Illinois NPDES permit to
discharge treated water into the Kankakee
River. This permit defines allowable levels
for the following: BOD, Suspended Solids,
PH, Fecal Coliform, Chlorine Residual,
Cyanide and Silver. |
 |
Videos
About KRMA
Click on play button to view video
You probably do not have the Flash Player ( Get Adobe Flash Player Here) installed for your browser or the video files are misplaced on your server!
|
Odor Control
Click on play button to view video
You probably do not have the Flash Player ( Get Adobe Flash Player Here) installed for your browser or the video files are misplaced on your server!
|
|
|