Table 9.3: Wastewater Information for Large Wastewater Providers in the Sabine Basin

Entity

1996 Avg Day Flow
(MGD)

1996 Peak Wet Weather Flow
(MGD)

Plant Capacity (MGD)

2000 Avg Day Flow
(MGD)

2020 Avg Day Flow
(MGD)

Expansion Plans

Reuse Potential

Bridge City

0.9

4.0

1.6

0.9

1.3

None

 

Carthage

2.6

9.0

3.6

 


None

 

Center

0.6

1.55

1.75

0.8

0.9

None

 

Gladewater

0.655

1.398

1.4

0.8

1.2

None

 

Greenville

2.9

7.0

4.23

3.1

3.8

Will enlarge plant in 3-5 years

 

Kilgore

2.0

4.9

3.0

   

Add 3.0 mgd in year 2001.

 

Longview

10.37

18.9

16.5

17.0

24.0

21 mgd in 1998-99.

 

Marshall

3.6

4.7

5.9

3.7

4.0

8.0 mgd in 1998.

 

Orange

3.5

9.5

7.0

4.0

6.0

None

 

White Oak

0.55

1.6

1.0

0.8

1.4

Plant can be uprated to 1.2 mgd without modification. If 4(th) clarifier is added, it can be uprated to 1.4 mgd.

 

Bayer Corp

2.5

11.83

20

2.5

2.5

None

 

Chevron

2.29

7.75

3.6

2.5

2.5

None

In year 2001, they are looking at potential reuse project where they will reuse 90% of outfall

DuPont

7.0

15.0

12.0

10.0

10.0

None

 

Inland Paperboard

18.8

24.3

20.0

20.0

20.0

None

 

Texas Eastman

4.0

4.0

         

Texas Utilities

0.01

0.02

0.4

0.01

0.01

None

 
Note: No WSCs are involved in wastewater treatment.