To: Interested Parties

From: Environmental Services Division

RE: May 2011 monthly Water Quality Report

The Environmental Services Field Offices conducted water quality monitoring in the Sabine Basin from May 9th through 11th. 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 warm with high temperatures from the upper 60s to upper 80s. Low temperatures ranged from mid 40s to low 70s. The Tidal stations received 0.02 inches of rainfall in the seven days prior to the sampling event.

 Tidal Conditions Surface salinity values greater than 1 ppt were found at all but one of the Tidal Stations. The highest salinity value of 18.5 ppt was recorded at Sabine River station SRT1 at a depth of 9.0 meters.

Lower Sabine Basin (Toledo Bend Reservoir and Below)

 

Weather - Weather conditions in the Lower Basin were warm with high temperatures from the mid 70s to upper 80s. Low temperatures ranged from the mid 40s to low 70s. Toledo Bend received 0.30 inches of rainfall during the seven days prior to the sampling event.

Lake Level - The level of Toledo Bend Reservoir was recorded at 163.86 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. No samples or water quality were taken at Toledo Bend sites TB6Q and TB6R. Low water conditions prevented the boat from being launched.

 

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 mild, with daytime highs in the low 50s to upper 80s with lows in the low 40s to low 70s at Lake Tawakoni and at Lake Fork. Lake Tawakoni received 0.39 inches of rainfall and Lake Fork received 0.59 inches of rainfall during the seven days prior to the sample run.

Lake Level - The level of Lake Tawakoni was 434.16 feet msl with a 6 cfs release and the level of Lake Fork was 399.55 feet msl with a 6 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 stratification of the water column.

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. 16

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

511

10449 (CB1)

COW BAYOU AT ROUNDBUNCH ROAD

508

10441 (AB2)

ADAMS BAYOU AT FM 1006

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

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

514

10468 (BS1)

BIG SANDY CREEK AT SH 155

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

10437 (LT23B)

LAKE TAWAKONI AT SH 276


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.

Segment 0508 Adams Bayou Tidal. The segment reaches from the confluence with the Sabine River in Orange County to a point 1.1 kilometers (0.7 miles) upstream of IH-10 in Orange County.

Segment 0511 Cow Bayou Tidal. The segment reaches from the confluence with the Sabine River in Orange County to a point 4.8 kilometers (3.0 miles) upstream of IH-10 in Orange County.

 

Sampling Conditions: The Tidal stations received 0.02 inches of rainfall in the seven days prior to the sampling event. Surface salinity values greater than 1 ppt were found at all but one of the Tidal Stations. The highest salinity value of 18.5 ppt was recorded at Sabine River station SRT1 at 9.0 meters.

 

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

5/11/2011 11:20

10391(SRT1)

0.3

25.9

8.0

7.3

96

21,073

13,500

12.6

0.68

7.46

133

291

 

 

3.0

26.0

8.0

7.1

93

21,936

14,030

13.1

 

 

 

 

 

 

6.0

26.5

7.9

6.3

85

25,033

16,020

15.2

 

 

 

 

 

 

9.0

27.1

8.2

5.7

80

29,925

19,140

18.5

 

 

 

 

5/11/2011 11:11

15654(BB1)

0.3

26.3

7.8

5.9

80

25,149

16,110

15.3

0.7

8.66

219

236

 

 

1.5

26.3

7.8

5.9

79

25,159

16,110

15.3

 

 

 

 

 

 

2.5

26.3

7.8

5.9

80

25,162

16,110

15.3

 

 

 

 

Segment 0511

 

 

 

 

 

 

 

 

 

 

 

 

5/11/2011 11:35

10449(CB1)

0.3

27.2

8.1

8.4

111

17,421

11,150

10.2

0.47

12.6

161

236

 

 

1.5

26.8

8.0

7.1

93

17,575

11,230

10.3

 

 

 

 

 

 

2.5

26.4

7.9

5.9

77

18,626

12,030

11.1

 

 

 

 

Segment 0508

 

 

 

 

 

 

 

 

 

 

 

 

5/11/2011 10:47

10441(AB2)

0.3

27.5

7.8

7.6

101

15,332

9,807

8.9

0.43

9.7

71

261

 

 

1.5

27.2

7.8

7.1

94

15,356

9,827

8.9

 

 

 

 

 

 

3.0

26.2

7.7

5.7

73

17,067

10,930

10

 

 

 

 

5/11/2011 10:28

15653(ICW1)

0.3

25.6

7.7

6.5

85

17,747

11,360

10.4

0.43

19.4

50

248

 

 

2.5

25.6

7.6

6.5

84

17,768

11,360

10.4

 

 

 

 

 

 

5.0

25.7

7.6

6.4

83

17,750

11,360

10.4

 

 

 

 

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

5/11/2011 10:11

18056(SRT1C)

0.3

26.4

7.5

6.9

87

4,571

2,930

2.5

0.62

10.2

27

24

 

 

3.0

24.6

7.5

5.0

62

15,862

10,150

9.2

 

 

 

 

 

 

6.0

23.8

7.5

4.3

55

20,378

13,070

12.2

 

 

 

 

 

 

9.0

23.5

7.5

3.9

49

22,525

14,410

13.5

 

 

 

 

 

 

10.4

23.4

7.4

3.3

41

23,981

15,330

14.5

 

 

 

 

5/11/2011 9:56

10394(SRT2)

0.3

26.4

7.3

6.5

81

1,999

1,280

1.1

0.58

11.8

14

34

 

 

3.0

25.9

7.3

4.9

61

5,308

3,339

2.7

 

 

 

 

 

 

6.0

23.3

7.4

3.3

40

18,910

12,100

11.2

 

 

 

 

 

 

7.3

23.1

7.3

2.6

32

20,162

12,900

12

 

 

 

 

5/11/2011 9:27

10395(SR1)

0.3

27.2

7.5

6.2

78

489

313

NM

0.46

17.7

7

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 954cfs.

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

5/10/2011 8:50

10397(SR2)

0.3

27.5

7.3

7.1

90

232

148

0.47

14.2

4

Segment 0513

 

 

 

 

 

 

 

 

 

 

5/10/2011 9:26

10465(BCC1)

0.3

23.9

6.9

7.3

87

51

33

0.59

14.6

37

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 1,030cfs and the USGS flow at Sabine River station SR5 was 239cfs.

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

5/10/2011 11:11

10398(SR3)

0.3

27.3

7.6

7.2

91

264

169

0.54

10.7

4

5/10/2011 10:50

10340(BA4)

0.3

26.5

7.8

5.0

62

1375

880

0.22

22.6

70

5/10/2011 10:20

10399(SR5)

0.3

24.4

7.6

8.0

96

163

104

1.2

3.87

1

5/9/2011 13:15

10401(TB6S)

0.3

19.2

7.8

10.2

110

156

100

>1.2

5.78

18

5/9/2011 12:55

15660(BT1)

0.3

26.0

7.8

8.4

103

115

73

1.00

4.64

1

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 0.30 inches of rainfall during the week prior to sampling.  The level of Toledo Bend Reservoir was recorded at 163.86 feet with 204 cfs discharge at the time of sampling. Toledo Bend has a conservation pool level of 172ft msl. Reservoir profiles indicated mixing of the water column. No samples or water quality were taken at Toledo Bend sites TB6Q and TB6R. Low water conditions prevented the boat from being launched.

 

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

5/9/2011 13:53

10404(TB6A)

0.3

22.2

8.4

8.9

102

163

105

2.1

2.36

1

 

 

1.0

21.8

7.9

8.9

102

163

105

 

 

 

 

 

2.0

21.5

7.8

8.8

100

163

105

 

 

 

 

 

3.0

21.3

7.6

8.5

96

163

105

 

 

 

 

 

6.0

21.0

7.5

8.1

90

163

105

 

 

 

 

 

9.0

20.9

7.4

7.8

87

163

105

 

 

 

 

 

12.0

19.2

7.4

5.1

53

163

105

 

 

 

 

 

15.0

16.0

7.4

1.8

18

163

105

 

 

 

 

 

18.0

15.4

7.0

1.6

16

162

103

 

 

 

 

 

21.0

14.6

6.8

1.4

13

162

103

 

 

 

 

 

24.0

12.3

6.9

1.0

9

162

103

 

 

 

5/9/2011 9:45

10407(TB6CN)

0.3

25.0

7.5

7.5

91

165

109

0.88

8.51

91

 

 

1.0

24.9

7.3

6.9

84

165

109

 

 

 

 

 

2.0

24.7

7.2

6.0

79

165

109

 

 

 

 

 

3.0

23.4

7.1

3.6

41

169

109

 

 

 

 

 

3.4

22.8

7.1

2.7

31

173

110

 

 

 

5/9/2011 13:07

18054(TB6Q)

 

Text Box: No samples or water quality taken at this site.  Unable to launch boat due to low water conditions.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 


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

5/9/2011 10:45

10411(TB6F)

0.3

25.2

7.9

8.2

99

167

107

0.93

7.60

6

 

 

1.0

24.9

7.7

8.1

97

167

107

 

 

 

 

 

2.0

24.3

7.5

7.8

93

168

108

 

 

 

 

 

3.0

23.5

7.2

5.7

67

168

108

 

 

 

 

 

3.4

23.4

7.1

5.1

59

168

108

 

 

 

5/9/2011 11:02

10402(TB6H)

0.3

23.7

8.4

8.6

101

197

126

1.3

3.76

<1

 

 

1.0

23.7

8.1

8.6

101

197

126

 

 

 

 

 

2.0

23.5

8.0

8.5

99

197

126

 

 

 

 

 

3.0

23.2

7.9

8.2

96

198

127

 

 

 

 

 

4.0

22.7

7.8

7.8

90

200

128

 

 

 

 

 

5.0

22.4

7.7

7.3

83

201

129

 

 

 

 

 

6.0

22.4

7.6

7.2

83

204

131

 

 

 

 

 

7.0

22.4

7.6

7.3

84

205

313

 

 

 

 

 

8.0

22.4

7.5

7.3

84

206

131

 

 

 

 

 

9.0

22.3

7.5

7.3

84

206

313

 

 

 

 

 

10.0

22.3

7.5

7.3

84

207

132

 

 

 

 

 

11.0

22.3

7.5

7.2

83

207

132

 

 

 

 

 

12.0

22.3

7.5

7.2

82

207

132

 

 

 

5/9/2011 12:00

15659(TB6K)

0.3

25.4

8.2

8.6

105

198

127

1.2

5.92

1

 

 

1.0

24.8

8.0

8.1

97

199

128

 

 

 

 

 

2.0

24.1

7.6

6.8

80

208

133

 

 

 

 

 

3.0

23.5

7.4

5.6

54

210

135

 

 

 

 

 

4.0

23.0

7.2

4.5

49

214

137

 

 

 

 

 

5.0

22.5

6.9

2.7

32

218

140

 

 

 

 

 

6.0

22.1

6.9

1.7

20

222

141

 

 

 

 

 

7.0

21.9

6.9

1.3

15

223

142

 

 

 

5/9/2011 10:15

15655(TB6J)

0.3

25.1

8.0

7.9

96

209

134

0.74

9.62

1

 

 

1.0

25.0

7.9

8.0

96

209

133

 

 

 

 

 

2.0

24.8

7.7

7.8

95

209

133

 

 

 

 

 

2.5

24.8

7.5

7.4

90

209

134

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Segment 0504 Water Quality with Profiles Continued

 

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

5/9/2011 12:30

18053(TB6LN)

0.3

24.9

8.3

8.8

106

205

131

0.87

5.54

<1

 

 

1.0

24.9

8.2

8.8

106

205

131

 

 

 

 

 

2.0

24.8

8.2

8.7

105

205

131

 

 

 

 

 

3.0

24.6

8.1

8.1

103

205

131

 

 

 

5/9/11 09:45 

18052(TB6R)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Text Box: No samples or water quality taken at this site.  Unable to launch boat due to low water conditions.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

 

Text Box: No samples or water quality taken at this site.  Unable to launch boat due to low water conditions.

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 123 cfs and Sabine River Station SR14 had a flow of 141 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

5/11/11 10:10

10415(SR10)

27.4

7.9

8.3

107

322

207

0.21

27.0

19

5/11/11 9:36

13628(SR11)

26.8

7.8

7.7

98

456

292

0.24

28.0

12

5/11/11 8:32

10423(SR14)

25.7

7.2

6.8

85

273

175

0.19

47.5

35

5/11/11 8:09

10426(SR15)

26.0

7.1

6.4

81

238

152

0.19

51.0

71

5/11/11 7:45

10427(SR16)

26.1

7.0

5.9

74

245

157

0.16

58.8

50

NM= Not Measured

 

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 0.59 inches of rainfall the preceding seven days prior to sampling. The level of Lake Fork was 399.55 feet msl with a 6 cfs release at the time of sampling. Reservoir profiles indicated mixing of the water column. The USGS recorded flows were

97 cfs at Sabine River Station SR17, 44 cfs at Sabine River Station SR19 and 13 cfs at Sabine River Station SR21. The USGS recorded flow for Big Sandy Creek was 23 cfs.

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

5/11/11 7:19

10428(SR17)

0.3

26.1

7.2

6.7

84

256

164

0.18

52.7

74

5/10/11 14:06

10429(SR19)

0.3

27.5

7.7

8.7

112

517

331

0.12

66.5

46

5/10/11 13:23

10430(SR21)

0.3

25.8

7.1

5.7

71

511

327

0.11

78.6

89

Segment 0514

 

 

 

 

 

 

 

 

 

 

5/11/11 6:52

10468(BS1)

0.3

24.2

7.1

6.2

75

122

78

0.52

18.1

60

Segment 0515

 

 

 

 

 

 

 

 

 

 

5/10/11 13:48

10469(LF20)

0.3

25.3

7.0

6.8

83

257

164

0.21

45.1

62

Segment 0512

 

 

 

 

 

 

 

 

 

 

5/10/11 7:22

10458(LF2)

0.3

21.3

7.5

8.1

93

165

105

1.85

2.86

<1

 

 

0.6

21.3

7.4

8.1

93

165

105

 

 

 

 

 

1.0

21.3

7.4

8.1

93

165

105

 

 

 

 

 

2.0

21.3

7.4

8.1

93

165

105

 

 

 

 

 

3.0

21.3

7.4

8.2

93

165

105

 

 

 

 

 

4.0

21.3

7.4

8.1

93

165

105

 

 

 

 

 

5.0

21.2

7.3

8.1

92

164

105

 

 

 

 

 

6.0

21.2

7.3

8.1

92

165

105

 

 

 

 

 

7.0

20.2

7.1

6.5

73

166

106

 

 

 

 

 

8.0

19.8

7.0

5.9

66

165

106

 

 

 

 

 

9.0

19.7

7.0

5.9

66

165

105

 

 

 

 

 

10.0

19.6

7.0

6.4

71

163

105

 

 

 

 

 

11.0

19.6

7.0

6.4

71

164

105

 

 

 

 

 

12.0

19.6

7.0

6.1

67

164

105

 

 

 

 

 

13.0

19.6

7.0

6.1

68

164

105

 

 

 

 

 

14.0

19.5

7.0

5.8

64

165

105

 

 

 

 

 

15.0

19.4

7.0

5.6

62

165

105

 

 

 

 

 

15.5

19.3

7.0

4.9

54

167

107

 

 

 

NM= Not Measured

 

 

 

 

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

5/10/11 8:30

10462(LF4)

0.3

22.8

7.8

8.5

100

168

107

1.75

2.68

4

 

 

0.6

22.8

7.7

8.5

100

168

107

 

 

 

 

 

1.0

22.8

7.7

8.5

100

168

107

 

 

 

 

 

2.0

22.8

7.7

8.6

101

168

107

 

 

 

 

 

3.0

22.8

7.7

8.5

100

168

107

 

 

 

 

 

4.0

22.7

7.7

8.5

100

168

107

 

 

 

 

 

5.0

22.6

7.6

8.4

98

168

107

 

 

 

 

 

6.0

22.5

7.5

8.3

97

168

108

 

 

 

 

 

7.0

22.5

7.5

8.1

94

169

108

 

 

 

 

 

8.0

22.1

7.3

7.6

86

169

108

 

 

 

 

 

9.0

21.8

7.1

6.8

78

170

109

 

 

 

 

 

9.6

20.9

6.9

4.8

55

173

111

 

 

 

5/10/11 8:06

10461(LF3)

0.3

23.2

7.5

7.9

94

171

109

0.84

4.79

2

 

 

0.6

23.2

7.5

7.9

94

171

109

 

 

 

 

 

1.0

23.2

7.5

7.9

94

171

109

 

 

 

 

 

2.0

23.2

7.4

7.9

94

171

109

 

 

 

 

 

3.0

23.2

7.5

7.9

94

171

109

 

 

 

 

 

4.0

23.1

7.4

7.9

94

170

109

 

 

 

 

 

5.0

23.1

7.4

7.9

94

171

109

 

 

 

 

 

6.0

23.1

7.4

7.9

94

170

109

 

 

 

 

 

7.0

23.0

7.3

7.6

90

170

109

 

 

 

 

 

8.0

22.8

7.2

6.9

81

171

110

 

 

 

 

 

8.3

22.6

7.1

6.2

72

172

110

 

 

 


 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lake Fork Reservoir Profiles