To: Interested Parties

From: Environmental Services Division

RE: July 2009 monthly Water Quality Report

The Environmental Services Field Offices conducted water quality monitoring in the Sabine Basin from July 13th through 15th. The results of the field monitoring are presented in this report and additional laboratory results will be included in the annual Sabine Basin Water Quality Report.

 

Sabine Basin Tidal (Including Tributaries)

 

Weather - Weather conditions in the Tidal Basin were hot with highs from the upper 80s to upper 90s. Low temperatures ranged from low to mid 70s. The Tidal stations received 0.91 inches of rainfall in the seven days prior to the sampling event.

 Tidal Conditions - Surface salinities were found at four of the Tidal stations. The largest salinity value, 17.3ppt, was found at Sabine River station SRT1A at a depth of 9.9 meters. 

Lower Sabine Basin (Toledo Bend Reservoir and Below)

 

Weather - Weather conditions in the Lower Basin were hot with highs from the upper 80s to upper 90s. Low temperatures ranged from low to mid 70s. Toledo Bend received 0.28 inches of rainfall during the seven days prior to the sampling event.

Lake Level - The level of Toledo Bend Reservoir was recorded at 170.04 feet with 204 cfs discharge at the time of sampling. Toledo Bend has a conservation pool level of 172ft msl. Reservoir profiles indicated stratification of the water column with anoxic conditions found near the bottom at several lake stations.

 

Upper Sabine Basin (Lake Tawakoni, Lake Fork Reservoir, and the River Above Toledo Bend)

Weather - Recent weather (previous seven days) in the Sabine River Basin was hot, with daytime highs in the mid 80s to low 100s with lows in the upper 60s to upper 70s at Lake Tawakoni and at Lake Fork. Lake Tawakoni received 0.1 inches of rainfall and Lake Fork received 0.15 inches rainfall the week preceding the sample run.

Lake Level - The level of Lake Tawakoni was 436.03 feet msl with a 6 cfs release and the level of Lake Fork was 402.78 feet msl with a 18 cfs release at the time of sampling. Lake Tawakoni and Lake Fork have conservation pool levels of 437.5 msl and 403 msl, respectively. Reservoir profiles indicated thermal stratification at the deeper stations on Lake Tawakoni and Lake Fork.

 

This Report and additional data for these monitoring stations are available on our World Wide Web site (www.sratx.org). If you have any questions or comments concerning this report, please contact:

 

 

  Miles Hall, Environmental Services Division Manager
409-746-3284 (mhall@sratx.org)

  Lower and Tidal Sabine Basin
Jerry Wiegreffe, Lower Basin Field Office Coordinator
409-746-3284 (jwiegreffe@sratx.org)

  Upper Sabine Basin
Terry Wilson, Upper Basin Field Office Coordinator
903-878-2420 (twilson@sratx.org)


 

 

SABINE RIVER AUTHORITY OF TEXAS

Monthly Water Quality Report

 

Table of Contents

Fixed Monitoring Stations 4

Segment 0501 Sabine River Tidal 5

Segment 0502 - Sabine River Above Tidal 8

Segment 0503 - Sabine River Above Caney Creek. 9

Segment 0504 Toledo Bend Reservoir. 10

Segment 0505 - Sabine River Above Toledo Bend Reservoir. 15

Segment 0506 - Sabine River Below Lake Tawakoni 16

Segment 0507 - Lake Tawakoni 20

 

 

Table of Figures

Sabine Basin Map. 3

Segment 0501. 7

Segment 0502. 8

Segment 0503. 9

Toledo Bend Reservoir Profiles. 11

Segment 0504. 14

Segment 0505. 15

Lake Fork Reservoir Profiles. 17

Segment 0506. 19

Lake Tawakoni Profiles. 20

Segment 0507. 22

 


 
Sabine Basin Map

 

 


Fixed Monitoring Stations

Segment

Station

TCEQ ID (SRA-TX ID

Location

501

10391 (SRT1)

SABINE RIVER AT CHANNEL CAN 3

501

15654 (BB1)

BLACK BAYOU IN CAMERON PARISH

501

10393 (SRT1A)

SABINE RIVER AT CHANNEL LIGHT 13

501

18055 (SRT1B)

SABINE RIVER AT CHANNEL LIGHT 20

501

15653 (ICW1)

INTERCOASTAL WATERWAY AT PERRY RIDGE

501

18056 (SRT1C)

OLD HWY 90

501

10394 (SRT2)

SABINE RIVER AT IH 10

501

10395 (SR1)

SABINE RIVER 12.00 KM UPSTREAM OF IH 10

502

10397 (SR2)

SABINE RIVER AT SH 12 NORTH OF DEWEYVILLE TX.

513

10465 (BCC1)

BIG COW CREEK AT FM 1416 SOUTH OF BON WIER

503

10398 (SR3)

SABINE RIVER AT US 190 EAST OF BON WIER TX.

503

10340 (BA4)

ANACOCO BAYOU AT LOUISIANA HWY 111 CROSSING SOUTHWEST OF KNIGHT LA

503

10399 (SR5)

SABINE RIVER AT SH 63 EAST OF BURKEVILLE TX.

503

10401 (TB6S)

SABINE RIVER BELOW TOLEDO BEND RESERVOIR AT RIGHT ABUTMENT OF SPILLWAY FOR DAM

503

15660 (BT1)

BAYOU TORO AT LA SH 392 IN SABINE PARISH SW OF HORNBECK LA

504

10404 (TB6A)

TOLEDO BEND RESERVOIR MAIN LAKE ABOVE THE DAM AT THE OLD RIVER CHANNEL

504

10407 (TB6CN)

TOLEDO BEND RESERVOIR IN SIX MILE BOAT LANE AT SH87

504

18054 (TB6Q)

TOLEDO BEND RESERVOIR IN NEGREET BAYOU

504

10411 (TB6F)

TOLEDO BEND RESERVOIR IN SUNSHINE BAY NEAR FM3121 BRIDGE

504

10402 (TB6H)

TOLEDO BEND RESERVOIR AT SH 21 NORTHEAST OF MILAM

504

15659 (TB6K)

TOLEDO BEND RESERVOIR IN LANANA BAYOU AT LOUISIANA SH 191 IN SABINE PARISH LOUISIANA WEST OF MANY

504

15655 (TB6J)

TOLEDO BEND RESERVOIR PATROON BAYOU BRANCH AT FM 276

504

18053 (TB6LN)

TOLEDO BEND RESERVOIR SAN MIGUEL ARM BOAT LANE

504

18052 (TB6R)

TOLEDO BEND RESERVOIR AT RAGTOWN

504

10403 (TB8)

TOLEDO BEND RESERVOIR AT US 84 NEAR LOGANSPORT LA

505

10415 (SR10)

SABINE RIVER AT FM 2517

505

13628 (SR11)

SABINE RIVER AT US 59

505

10423 (SR14)

SABINE RIVER AT SH 149

505

10426 (SR15)

SABINE RIVER AT US 259

505

10427 (SR16)

SABINE RIVER AT SH 42

506

10428 (SR17)

SABINE RIVER AT US 271

506

10429 (SR19)

SABINE RIVER AT SH 14 S. OF HAWKINS

506

10430 (SR21)

SABINE RIVER AT US 69

506

17065 (SR22)

SABINE RIVER AT FM 17

514

16011 (BS9)

BIG SANDY CREEK AT WHITE OAK ROAD

515

10469 (LF20)

LAKE FORK CREEK AT US 80

512

10458 (LF2)

LAKE FORK RESERVOIR NEAR DAM IN CREEK CHANNEL

512

10462 (LF4)

LAKE FORK RESERVOIR MID-COVE IN LAKE FORK CREEK ARM AT FM515

512

10461 (LF3)

LAKE FORK RESERVOIR MID-ARM IN CANEY CREEK ARM AT FM 515

507

10434 (LT23A)

LAKE TAWAKONI IN THE MAIN LAKE NEAR THE DAM

507

10435 (LT23D)

LAKE TAWAKONI IN KITSEE INLET NEAR WHITE POINT CAUSEWAY

507

10440 (LT23C)

LAKE TAWAKONI NEAR WIND POINT PARK


Segment 0501 Sabine River Tidal

Description: The designated segment includes the Sabine River from the confluence with Sabine Lake in Orange County to West Bluff in Orange County. Although some areas are quite rural, this part of the Sabine Basin has two cities with populations greater than 5,000 and a variety of industries.

 

Sampling Conditions: The Tidal stations received 0.91 inches of rainfall in the seven days prior to the sample event. Surface salinities were found at four of the Tidal stations.  The largest salinity value, 17.3 ppt, was found at Sabine River station SRT1A at a depth of 9.9 meters.  Activity along the lower river in conjunction with underground pipeline construction has slowed, with much of the equipment no longer on the river

Segment 0501 Water Quality with Profiles

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Salinity

Secchi

Turbidity

E.coli

Enterococcus

 

 

meters

C

SU

mg/L

 

S/cm

mg/L

ppt

meters

NTU

mpn/ 100mL

mpn/ 100mL

7/14/2009 11:50

10391(SRT1)

0.3

31.5

7.4

6.7

93

6,847

4,384

3.8

0.77

9.13

3

22

 

 

2.0

31.2

7.2

5.6

78

7,638

4,886

4.3

 

 

 

 

 

 

4.0

30.9

7.3

4.8

68

8,886

5,684

5

 

 

 

 

 

 

6.0

31.3

7.2

3.5

51

16,909

11,080

10.4

 

 

 

 

 

 

8.3

31.2

7.3

2.8

41

25,765

16,500

15.7

 

 

 

 

7/14/2009 11:35

15654(BB1)

0.3

31.4

7.5

6.8

93

6,533

4,179

3.6

0.63

12

6

5

 

 

1.4

30.9

7.3

6.3

86

6,547

4,190

3.6

 

 

 

 

 

 

3.0

30.7

7.3

5.9

81

6,504

4,162

3.6

 

 

 

 

7/14/2009 11:20

10393(SRT1A)

0.3

31.4

7.3

6.6

90

4,448

2,848

2.4

0.8

9.38

2

15

 

 

2.8

31.2

7.2

5.3

73

5,595

3,573

3.1

 

 

 

 

 

 

5.0

31.2

7.2

4.1

57

9,383

5,981

5.3

 

 

 

 

 

 

7.0

31.2

7.2

2.3

33

21,821

13,910

13.2

 

 

 

 

 

 

9.9

31.2

7.2

1.6

23

27,888

17,940

17.3

 

 

 

 

7/14/2009 10:55

18055(SRT1B)

0.3

31.5

7.1

6.3

86

1,067

682

<1

0.64

10.6

4

5

 

 

2.6

31.1

7.1

5.1

70

2,996

1,916

1.6

 

 

 

 

 

 

5.4

31.2

7.0

3.2

46

11,924

7,358

6.2

 

 

 

 

 

 

7.1

31.0

7.1

1.1

16

22,800

14,560

13.6

 

 

 

 

 

 

9.8

31.2

7.1

1.3

18

27,413

17,500

16.8

 

 

 

 

7/14/2009 10:20

15653(ICW1)

0.3

31.2

7.0

5.7

77

3,034

1,948

1.6

0.71

12.8

3

12

 

 

2.6

31.2

7.0

5.6

77

3,064

1,963

1.7

 

 

 

 

 

 

5.6

31.2

7.0

5.5

76

3,075

1,971

1.7

 

 

 

 

NM = Not Measured

 

 

 

 

 

 

 

 

 

Segment 0501 Water Quality with Profiles Continued

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Salinity

Secchi

Turbidity

E.coli

Enterococcus

 

 

meters

C

SU

mg/L

 

S/cm

mg/L

ppt

meters

NTU

mpn/ 100mL

mpn/ 100mL

7/14/2009 10:03

18056(SRT1C)

0.3

31.6

7.0

5.8

79

163

105

<1

0.62

12.7

3

4

 

 

2.5

31.4

7.0

5.2

71

1,001

630

<1

 

 

 

 

 

 

3.5

31.4

7.0

4.5

62

2,483

1,489

1.3

 

 

 

 

 

 

5.5

30.9

7.0

1.7

24

12,485

7,951

7.1

 

 

 

 

 

 

7.0

30.7

7.0

0.3

4

24,641

15,770

15

 

 

 

 

 

 

10.4

30.8

7.0

0.3

4

25,708

16,480

15.7

 

 

 

 

7/14/2009 9:42

10394(SRT2)

0.3

31.9

7.0

5.9

81

159

102

<1

0.46

14.5

3

16

 

 

2.0

31.8

7.0

5.7

78

159

102

<1

 

 

 

 

 

 

4.0

31.8

7.0

5.6

77

159

102

<1

 

 

 

 

 

 

6.8

31.8

7.0

5.6

76

159

102

<1

 

 

 

 

7/14/2009 9:12

10395(SR1)

 0.3

31.8

7.1

6.0

81

81

181

116

0.34

18.2

2

NM

NM = Not Measured


Segment 0501


Segment 0502 - Sabine River Above Tidal

Description: The designated segment includes the Sabine River from West Bluff in Orange County to the confluence with Caney Creek in Newton County. The largest tributary is Big Cow Creek (Segment 0513). This is largely a rural area with no major industries or cities.

Segment 0513 Big Cow Creek from the confluence with the Sabine River in Newton County to a point 4.6 kilometers (2.9 miles) upstream of R 255 in Newton County.

Sampling Conditions: The USGS recorded flow at Sabine River station SR2 was 2,650 cfs.

Segment 0502 Water Quality

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/15/2009 8:20

10397(SR2)

0.3

31.7

7.0

5.9

80

156

96

0.25

19.2

12

Segment 0513

 

 

 

 

 

 

 

 

 

 

7/15/2009 9:30

10465(BCC1)

0.3

27.6

6.4

6.6

84

50

31

0.64

11.3

17

Segment 0502


Segment 0503 - Sabine River Above Caney Creek

Description: The designated segment includes the Sabine River from a point immediately upstream of the confluence with Caney Creek in Newton County up to Toledo Bend Dam in Newton County. This is largely a rural area with no major cities and few industries. The two major tributaries include Bayou Anacoco and Bayou Toro that flow from Louisiana.

Sampling Conditions: The USGS recorded flow at Sabine River station SR3 was 3,740 cfs and the USGS flow at Sabine River station SR5 was 1,850cfs.

Segment 0503 Water Quality

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/15/2009 11:30

10398(SR3)

0.3

31.3

7.5

7.0

94

184

118

0.62

9.1

21

7/15/2009 11:05

10340(BA4)

0.3

30.4

7.6

6.2

83

658

422

0.31

14.3

5

7/15/2009 10:30

10399(SR5)

0.3

30.1

7.3

6.4

85

170

109

>1.2

3.45

20

7/13/09 14:00

10401(TB6S)

0.3

29.5

8.2

8.9

116

163

104

>1.2

2.02

31

7/13/2009 13:35

15660(BT1)

0.3

31.1

7.3

6.4

86

112

72

0.40

16.9

20

NM= Not Measured

Segment 0503


Segment 0504 Toledo Bend Reservoir

Description: The designated segment includes the Sabine River from Toledo Bend Dam in Newton County to a point immediately upstream of the confluence of Murvaul Creek in Panola County. Although this area is largely rural, it includes two cities with populations greater than 5,000. Murvaul Creek is a major tributary that enters upstream from the reservoir.

Sampling Conditions: Toledo Bend received 0.28 inches of rainfall during the week prior to sampling.  The level of Toledo Bend Reservoir was recorded at 170.04 feet with 204 cfs discharge at the time of sampling. Reservoir profiles indicated stratification of the water column with anoxic conditions found near the bottom at several lake stations.

 

Segment 0504 Water Quality with Profiles

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/13/2009 14:52

10404(TB6A)

0.3

32.4

8.3

7.6

105

170

109

1.2

2.43

<1

 

 

2.0

31.7

8.3

7.7

105

169

108

 

 

 

 

 

3.0

30.8

8.1

7.5

100

169

108

 

 

 

 

 

4.0

30.5

8.1

7.4

99

169

109

 

 

 

 

 

5.0

30.0

7.4

5.9

78

169

109

 

 

 

 

 

6.2

27.4

6.8

0.8

10

168

108

 

 

 

 

 

10.0

22.6

6.8

0.1

1

161

103

 

 

 

 

 

20.0

17.5

6.9

0.1

1

170

107

 

 

 

 

 

25.0

16.7

7.0

0.1

1

170

109

 

 

 

7/13/2009 9:44

10407(TB6CN)

0.3

31.6

7.5

7.2

98

159

102

1

4.66

1

 

 

1.0

31.8

7.5

7.2

98

159

102

 

 

 

 

 

2.0

31.7

7.4

7.1

96

159

102

 

 

 

 

 

3.0

31.2

7.4

7.1

96

159

102

 

 

 

 

 

4.0

29.6

6.4

0.4

5

153

98

 

 

 

 

 

6.8

29.3

6.3

0.7

9

154

99

 

 

 

7/13/2009 13:40

18054(TB6Q)

0.3

32.8

8.8

8.3

116

181

116

1.3

2.48

6

 

 

2.0

31.6

8.4

7.7

105

179

114

 

 

 

 

 

3.0

31.5

8.3

7.5

101

179

114

 

 

 

 

 

4.0

31.4

8.1

7.2

97

179

114

 

 

 

 

 

5.0

31.3

7.9

6.8

94

178

114

 

 

 

 

 

6.0

31.2

7.4

6.0

81

178

114

 

 

 

 

 

6.5

31.1

7.2

5.3

73

178

114

 

 

 

 

 

7.0

30.7

6.8

1.6

21

178

114

 

 

 

 

 

8.0

29.3

6.9

0.2

2

183

117

 

 

 

7/13/2009 11:11

10411(TB6F)

0.3

32.6

8.1

7.8

107

154

99

0.98

3.0

<1

 

 

1.0

32.3

7.7

7.2

99

153

98

 

 

 

 

 

2.0

31.8

7.3

6.0

82

155

100

 

 

 

 

 

3.0

30.7

6.8

2.8

37

167

107

 

 

 

 

 

4.0

30.0

6.6

0.2

3

163

105

 

 

 

 

 

5.0

29.9

6.7

0.6

8

173

111

 

 

 


Segment 0504 Water Quality with Profiles Continued

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/13/2009 10:47

10402(TB6H)

0.3

31.5

7.8

6.9

93

185

118

1.4

3.31

1

 

 

2.0

30.4

7.4

5.4

72

185

118

 

 

 

 

 

3.0

30.2

7.3

5.1

68

185

118

 

 

 

 

 

4.0

30.1

7.2

4.6

60

185

118

 

 

 

 

 

5.0

30.0

7.1

3.9

52

185

118

 

 

 

 

 

6.0

29.9

7.0

3.1

41

185

118

 

 

 

 

 

10.0

26.1

6.9

0.1

1

197

126

 

 

 

 

 

14.0

21.1

7.0

0.1

1

194

124

 

 

 

 

 

18.5

18.6

7.0

0.1

1

181

116

 

 

 

7/13/2009 12:40

15659(TB6K)

0.3

33.1

8.8

8.6

119

181

116

1.3

4.0

3

 

 

1.0

33.2

8.8

8.4

117

180

116

 

 

 

 

 

2.0

32.3

7.8

6.5

90

178

114

 

 

 

 

 

3.0

32.0

7.4

5.8

80

178

114

 

 

 

 

 

4.0

31.8

7.2

5.1

70

176

113

 

 

 

 

 

5.0

31.4

6.9

3.2

43

175

113

 

 

 

 

 

6.0

31.2

6.8

1.1

15

176

113

 

 

 

 

 

8.8

28.7

7.1

1.0

10

195

125

 

 

 

7/13/2009 10:39

15655(TB6J)

0.3

32.3

7.7

6.8

94

184

118

0.84

5.24

2

 

 

0.9

32.1

7.8

7.0

95

183

118

 

 

 

 

 

2.0

31.9

7.8

6.8

93

183

117

 

 

 

 

 

3.0

31.8

7.2

5.4

75

183

188

 

 

 

 

 

4.1

30.3

6.9

0.8

10

196

125

 

 

 

7/13/2009 12:49

18053(TB6LN)

0.3

32.6

8.4

7.9

109

185

118

0.83

4.41

<1

 

 

2.0

31.7

7.7

6.7

92

184

118

 

 

 

 

 

3.0

31.6

7.6

6.4

87

184

118

 

 

 

 

 

4.0

31.4

7.6

6.5

88

185

118

 

 

 

 

 

5.5

31.2

7.5

6.3

85

185

118

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Segment 0504 Water Quality with Profiles Continued

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/13/2009 9:25

18052(TB6R)

0.3

30.8

7.4

5.3

72

190

122

0.8

5.33

3

 

 

2.0

30.6

7.2

4.1

55

190

122

 

 

 

 

 

3.0

30.5

7.2

3.8

51

190

122

 

 

 

 

 

4.0

30.5

7.1

3.8

51

190

122

 

 

 

 

 

5.0

30.5

7.1

3.8

50

190

122

 

 

 

 

 

6.0

30.5

7.2

3.7

50

190

122

 

 

 

 

 

7.0

30.5

7.1

3.5

47

190

122

 

 

 

 

 

8.0

30.4

7.0

2.0

27

191

122

 

 

 

 

 

10.0

29.3

7.1

0.1

1

198

126

 

 

 

 

 

13.0

25.0

7.1

0.1

1

222

142

 

 

 

7/15/2009 11:14

10403(TB8)

0.3

33.3

7.4

7.6

108

356

228

0.61

13.3

20

 

 

1.0

32.4

7.1

6.3

88

359

229

 

 

 

 

 

2.5

32.1

7.0

5.3

73

359

229

 

 

 

 

 

4.0

31.8

6.9

2.3

32

364

233

 

 

 

 

 

5.5

30.6

6.9

0.2

3

361

231

 

 

 

 

 

7.0

29.7

7.0

0.1

1

358

229

 

 

 

 

 

8.5

29.4

7.1

0.1

1

359

230

 

 

 

 

 

10.0

29.4

7.1

0.1

1

359

230

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Toledo Bend Reservoir Profiles

 

TOLEDO BEND RESERVOIR MAIN LAKE ABOVE THE DAM AT THE OLD RIVER CHANNEL

 

TOLEDO BEND RESERVOIR AT SH 21 NORTHEAST OF MILAM

 

TOLEDO BEND RESERVOIR AT RAGTOWN


Segment 0504


Segment 0505 - Sabine River Above Toledo Bend Reservoir

Description: The designated segment includes the Sabine River from a point immediately upstream of the confluence of Murvaul Creek in Panola County to a point 100 meters (110 yards) downstream of US 271 in Gregg County. Segment 0505 is used extensively for water supply and contains the highest concentration of population in the Sabine Basin. The area includes a large section of the East Texas Oilfield as well as numerous industries.

Sampling Conditions: The (USGS recorded) flow at Sabine River Station SR11 was 19 cfs and Sabine River Station SR14 had a flow of 51 cfs.

 

Segment 0505 Water Quality

 

Date and Time

Station

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/15/09 10:28

10415(SR10)

32.1

7.4

5.7

79

713

456

0.36

21.8

1

7/15/09 09:37

13628(SR11)

32.1

8.4

8.2

114

635

406

0.31

24.2

2

7/15/09 08:44

10423(SR14)

31.4

7.3

6.3

86

401

256

0.27

21.2

18

7/15/09 08:00

10426(SR15)

32.4

7.0

5.0

69

334

214

0.31

24.3

26

7/15/09 07:23

10427(SR16)

32.4

6.9

5.3

74

321

205

0.25

37.9

28

 

 

 

Segment 0505


Segment 0506 - Sabine River Below Lake Tawakoni

Description: The designated segment includes the Sabine River from a point 100 meters (110 yards) downstream of US 271 in Gregg County to Iron Bridge Dam in Rains County. This is a largely rural area, but historically numerous dairies were located in the watershed. The major tributaries include:

Segment 0514 - Big Sandy Creek from the confluence with the Sabine River in Upshur County to a point 2.6 kilometers (1.6 miles) upstream of SH 11 in Hopkins County.

Segment 0515 - Lake Fork Creek from the confluence with the Sabine River in Wood County to Lake Fork Dam in Wood County.

Segment 0512 - Lake Fork Reservoir from Lake Fork Dam in Wood County up to the normal pool elevation of 403 feet.

Sampling Conditions: Lake Fork recorded 0.15 inches of rainfall the preceding seven days prior to sampling. The level of Lake Fork was 402.78 feet msl with a 18 cfs release at the time of sampling. Reservoir profiles indicated thermal stratification of the water column at all Lake Fork stations. The USGS recorded flows were 76 cfs at Sabine River Station SR17, 44 cfs at Sabine River Station SR19 and 6.9 cfs at Sabine River Station SR21.

Segment 0506 Water Quality with Profiles

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/15/09 6:50

10428(SR17)

0.3

31.8

7.1

5.5

76

290

156

0.23

39.8

>2420

7/14/09 15:43

10429(SR19)

0.3

33.8

8.0

9.5

137

386

247

0.22

30.5

11

7/14/09 14:45

10430(SR21)

0.3

32.1

7.3

6.4

88

720

461

0.32

20.4

14

7/14/09 14:00

17065(SR22)

0.3

30.2

7.3

5.0

67

435

278

0.23

37.8

49

Segment 0514

 

 

 

 

 

 

 

 

 

 

7/15/09 6:07

16011(BS9)

0.3

28.4

6.6

5.4

71

108

69

0.95

10.7

35

Segment 0515

 

 

 

 

 

 

 

 

 

 

7/14/09 15:15

10469(LF20)

0.3

31.6

7.4

8.0

110

212

136

0.35

22.6

23

Segment 0512

 

 

 

 

 

 

 

 

 

 

7/14/09 7:34

10458(LF2)

0.3

30.0

7.8

6.7

90

170

109

1.49

3.18

<1

 

 

1.0

30.0

7.6

6.7

90

170

109

 

 

 

 

 

2.5

30.0

7.5

6.7

90

170

109

 

 

 

 

 

4.0

29.9

7.4

6.5

87

170

109

 

 

 

 

 

5.0

29.4

7.2

4.0

53

172

110

 

 

 

 

 

5.5

29.1

6.7

0.5

6.3

170

109

 

 

 

 

 

7.0

26.6

6.7

0.2

2

174

111

 

 

 

 

 

8.5

24.8

6.7

0.1

1.2

172

110

 

 

 

 

 

10.0

21.7

6.8

0.1

1

174

112

 

 

 

 

 

11.5

19.8

6.8

0.1

0.8

179

114

 

 

 

 

 

13.0

19.3

6.9

0.1

0.8

181

116

 

 

 

 

 

14.5

18.3

7.0

0.1

0.8

185

118

 

 

 

 

 

16.0

17.2

7.1

0.1

0.8

198

127

 

 

 

 

 

17.5

16.8

7.2

0.1

0.7

209

134

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Segment 0506 Water Quality with Profiles Continued

 

 

Date and Time

Station

Depth

Temp

pH

DO

% Sat

Cond

TDS

Secchi

Turbidity

E.coli

meters

C

SU

mg/L

S/cm

mg/L

meters

NTU

mpn/100mL

7/14/09 9:05

10462(LF4)

0.3

30.7

8.4

7.6

103

169

108

0.92

3.46

<1

 

 

1.0

30.7

8.4

7.6

103

169

108

 

 

 

 

 

2.5

30.7

8.4

7.6

103

169

108

 

 

 

 

 

4.0

30.7

8.4

7.5

102

170

109

 

 

 

 

 

5.5

30.1

7.5

5.6

75

169

108

 

 

 

 

 

6.0

30.0

7.2

3.9

52

169

108

 

 

 

 

 

7.0

28.2

7.1

0.6

7.1

178

114

 

 

 

 

 

8.5

24.7

7.0

0.2

2.4

181

116

 

 

 

 

 

10.0

22.0

7.1

0.1

1.1

187

120

 

 

 

 

 

10.7

21.5

7.1

0.1

1

196

125

 

 

 

7/14/09 8:30

10461(LF3)

0.3

30.9

8.0

6.4

87

175

112

0.66

5.5

1

 

 

1.0

30.9

8.0

6.4

87

175

112

 

 

 

 

 

2.5

30.9

8.0

6.4

87

175

112

 

 

 

 

 

4.0

30.9

8.0

6.4

87

175

112

 

 

 

 

 

5.5

30.9

8.1

6.2

85

176

112

 

 

 

 

 

7.0

30.1

7.2

1.1

15

179

114

 

 

 

 

 

8.5

26.3

7.2

0.1

1.2

205

131

 

 

 

 

 

9.3

25.6

7.2

0.1

0.7

207

133

 

 

 


 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lake Fork Reservoir Profiles