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Case Study 9-Southeast District Wastewater Treatment Facility
Jacksonville, Florida

Wastewater Treatment

Background Data:
Case Study: Wastewater Treatment
Location: Southeast District Wastewater Treatment Facility Jacksonville, Florida
The Southwest District Wastewater Treatment Facility, located in Jacksonville, Florida, with a design flow of 10 MGD, treats an average of 6 MGD of both industrial and domestic wastewater. This aerobic wastewater treatment facility generated an average of 7 tons per day of sludge.
Sludge disposal costs for the Southwest District Wastewater Treatment Facility were above $290,000.00 per year. This figure does not take man hours, sludge press maintenance, or polymer usage into account. According to Ed Chatham, Plant Manager, the true sludge disposal costs may be over $500,000.00 per year.
Scope:
It was determined that the use of PX-700TM could reduce the quantity of sludge generated at the Southwest District Wastewater Treatment Facility, thus reducing overall sludge disposal costs.
PX-700, a microbial bio-catalyst, was to be used as an additive at the Southwest District Wastewater Treatment Facility.
The anticipated result from the use of PX- 700TM was to be an overall reduction of sludge generated by the Southwest District Wastewater Treatment Facility thereby reducing costs associated with sludge disposal.
Facility personnel gathered pertinent data to analytically determine the effectiveness of PX-700TM. Records were maintained and reviewed by Ed Chatham, Plant Manager.
Treatment Procedures:
On July 8, 1998, PX-700TM was introduced into the aerobic digester at the Southwest District Wastewater Treatment Facility.
Since the only objective was to eliminate the amount of sludge generated, and thereby reduce the cost associated with sludge disposal, the digester was chosen as the injection point.
165 ounces were injected on a flow proportional bases into the digester during each 24 hour period; this converts into 0.25 mg/l.
To further test the effectiveness of PX-700TM, a second injection point, with no increase in the total amount of PX-700TM used, was added to the digester on December 9, 1998. As of the time of this writing, the dosage amounts and locations have not changed.
Results:
The Operators Log at the Southwest District Wastewater Treatment Facility noted a decrease in the number of loads of sludge transported out of the facility per day.
Facility records indicated that 9 loads per day of sludge were generated and disposed of prior to use of PX-700TM. Three days after the initial dosage of PX-700TM the number of loads of sludge transported off site for disposal decreased to 7 loads per day. This amounts to a reduction of over 22% in the amount of sludge generated.
Facility records indicate that during the month of November 1998, the Southwest District Wastewater Treatment Facility had a flow increase of over 600,000 GPD, due to fluctuations in the number of residents in the area. The additional 600,000 gallons of wastewater only produced 1 additional load of sludge per day requiring transport and disposal.
It quickly became apparent to all involved that the use of PX-700TM significantly reduced the amount of sludge generated by the Southwest District Wastewater Treatment Facility.
City personnel have indicated that they wish to use PX- 700TM on a permanent basis.
The Southwest District Wastewater Treatment Facility has continued to use PX-700TM through the date of this writing.
Total Cost of Sludge Transport and Disposal
Prior to Use of PX-700   $500,000.00 Annually
With Use of PX-700   $400,000.00 Annually
This amounts to a 20% reduction in the total annual cost of transport and disposal of sludge.
 

$500,000.00

$500,000.00
$400,000.00

Prior to Use of PX- 700

With Use of PX- 700

$400,000.00

 

$300,000.00

 

$200,000.00

 

$100,000.00

 

$50,000.00

 

Total Cost of Sludge Generated
Prior to Use of PX-700   9 Loads per Day
With Use of PX-700   7 Loads per Day
This amounts to a 22% reduction in the total amount of sludge generated
 

9 Loads per Day

9 Loads per Day
7 Loads per Day

Prior to Use of PX- 700

With Use of PX- 700

8 Loads per Day

 

7 Loads per Day

 

6 Loads per Day

 

5 Loads per Day

 

4 Loads per Day

 

3 Loads per Day


 

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