To: Interested Parties

From: Environmental Services Division

RE: December 2009 monthly Water Quality Report

The Environmental Services Field Offices conducted water quality monitoring in the Sabine Basin from December 7th through 9th. 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 cool with high temperatures from the low 40s to low 70s. Low temperatures ranged from low 30s to mid 50s. The Tidal stations received 1.64 inches of rainfall in the seven days prior to the sampling event.

 Tidal Conditions No salinity values greater than 1 ppt were found at any of the Tidal stations.

Lower Sabine Basin (Toledo Bend Reservoir and Below)

 

Weather - Weather conditions in the Lower Basin were cool with high temperatures from the low 40s to low 70s. Low temperatures ranged from upper 20s to mid 50s. Toledo Bend received 1.97 inches of rainfall during the seven days prior to the sampling event.

Lake Level - The level of Toledo Bend Reservoir was recorded at 171.01 feet with 13,997 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.

 

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 cold, with daytime highs in the high 30s to mid 50s with lows in the low 20s to low 40s at Lake Tawakoni and at Lake Fork. Lake Tawakoni received 1.37 inches of rainfall and Lake Fork received 1.02 inches rainfall the week preceding the sample run.

Lake Level - The level of Lake Tawakoni was 438.22 feet msl with a 840 cfs release and the level of Lake Fork was 403.09 feet msl with a 4.5 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 mixing 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. 14

Segment 0506 - Sabine River Below Lake Tawakoni 15

Segment 0507 - Lake Tawakoni 19

 

 

Table of Figures

Sabine Basin Map. 3

Segment 0501. 7

Segment 0502. 8

Segment 0503. 9

Toledo Bend Reservoir Profiles. 11

Segment 0504. 13

Segment 0505. 14

Lake Fork Reservoir Profiles. 16

Segment 0506. 18

Lake Tawakoni Profiles. 19

Segment 0507. 21

 


 
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

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

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 1.64 inches of rainfall in the seven days prior to the sample event. No salinities of greater than 1.0ppt were found at any of the Tidal stations. 

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

12/9/2009 11:00

10391(SRT1)

0.3

13.5

6.9

8.3

80

178

114

<1

0.64

18.6

54

68

 

 

1.3

13.5

6.9

8.3

79

178

114

<1

 

 

 

 

 

 

3.0

13.5

6.9

8.2

80

178

114

<1

 

 

 

 

 

 

6.0

13.5

6.9

8.2

78

180

115

<1

 

 

 

 

 

 

8.0

13.5

6.9

8.2

78

181

116

<1

 

 

 

 

12/9/2009 10:50

15654(BB1)

0.3

13.9

7.0

8.0

78

1,012

648

<1

0.69

13.8

70

345

 

 

1.2

13.9

7.0

8.0

77

1,007

644

<1

 

 

 

 

 

 

2.8

13.8

7.0

8.0

77

1,010

646

<1

 

 

 

 

Segment 0511

 

 

 

 

 

 

 

 

 

 

 

 

12/9/2009 11:15

10449(CB1)

0.3

13.1

6.6

6.7

64

275

177

<1

0.19

72.2

921

921

 

 

1.3

13.2

6.6

6.7

64

275

177

<1

 

 

 

 

 

 

3.3

13.2

6.6

6.7

64

275

177

<1

 

 

 

 

Segment 0508

 

 

 

 

 

 

 

 

 

 

 

 

12/9/2009 10:30

10441(AB2)

0.3

13.4

6.8

5.1

48

340

218

<1

0.21

55.5

1553

816

 

 

1.6

13.5

6.8

4.9

47

341

218

<1

 

 

 

 

 

 

3.6

13.3

6.8

4.9

47

349

223

<1

 

 

 

 

12/9/2009 10:10

15653(ICW1)

0.3

13.3

7.0

8.8

84

195

125

<1

0.64

14.5

83

75

 

 

2.3

13.3

7.0

8.8

84

193

124

<1

 

 

 

 

 

 

4.9

13.3

6.9

8.8

84

192

123

<1

 

 

 

 

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

12/9/2009 9:55

18056(SRT1C)

0.3

14.4

6.8

7.6

74

171

110

<1

0.66

12.6

74

106

 

 

2.1

14.5

6.8

7.5

74

172

110

<1

 

 

 

 

 

 

4.0

14.4

6.8

7.5

74

170

109

<1

 

 

 

 

 

 

8.0

14.3

6.9

7.5

73

170

109

<1

 

 

 

 

 

 

11.2

14.3

6.8

7.5

73

167

107

<1

 

 

 

 

12/9/2009 9:40

10394(SRT2)

0.3

14.4

6.8

7.5

73

164

105

<1

0.62

13.8

54

131

 

 

2.5

14.4

6.8

7.5

73

164

105

<1

 

 

 

 

 

 

5.0

14.4

6.8

7.4

72

164

105

<1

 

 

 

 

 

 

7.6

14.4

6.8

7.4

72

164

105

<1

 

 

 

 

12/9/2009 9:15

10395(SR1)

0.3

14.3

6.9

7.6

74

172

110

NM

0.66

15.4

72

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: High flows were noted and station SR2 due to the amounts of rainfall that were received upstream, and releases from Toledo Bend. Above normal flows were aldo found at station BCC1. The USGS recorded flow at Sabine River station SR2 was 15,900 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

12/8/2009 8:30

10397(SR2)

0.3

13.1

7.0

8.4

80

161

102

0.51

14.4

76

Segment 0513

 

 

 

 

 

 

 

 

 

 

12/8/2009 9:05

10465(BCC1)

0.3

10.3

6.6

10.3

92

43

28

0.60

15.6

308

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: High than normal flows were found throughout this segment. The USGS recorded flow at Sabine River station SR3 was 18,000cfs and the USGS flow at Sabine River station SR5 was 15,600cfs.

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

12/8/2009 10:45

10398(SR3)

0.3

14.5

7.3

9.2

91

171

109

0.63

16.7

18

12/8/2009 10:25

10340(BA4)

0.3

12

7.2

9.8

90

192

123

0.29

32.4

131

12/8/2009 9:55

10399(SR5)

0.3

14.6

7.3

8.9

88

173

111

>1.2

3.95

3

12/7/2009 13:00

10401(TB6S)

0.3

14.6

7.7

10.6

104

173

111

>1.2

2.81

155

12/7/2009 12:45

15660(BT1)

0.3

8.9

7.1

11.1

96

80

51

0.31

33.2

345

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 1.97 inches of rainfall during the week prior to sampling.  The level of Toledo Bend Reservoir was recorded at 171.01 feet with 13,997 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.

 

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

12/7/2009 14:35

10404(TB6A)

0.3

14.6

7.5

8.9

88

173

110

1.8

1.94

2

 

 

1.0

14.6

7.3

8.8

87

173

110

 

 

 

 

 

2.5

14.6

7.3

8.8

87

173

110

 

 

 

 

 

5.5

14.6

7.3

8.7

87

173

110

 

 

 

 

 

8.0

14.6

7.3

8.7

86

173

110

 

 

 

 

 

12.5

14.6

7.3

8.6

85

173

110

 

 

 

 

 

15.0

14.6

7.3

8.6

84

172

110

 

 

 

 

 

17.0

14.5

7.3

8.6

84

172

110

 

 

 

 

 

20.0

14.5

7.3

8.5

84

172

110

 

 

 

 

 

25.3

14.5

7.3

8.3

82

172

110

 

 

 

12/7/2009 9:45

10407(TB6CN)

0.3

11.7

7.1

9.3

85

137

88

1.4

3.56

2

 

 

1.0

11.6

7.1

9.0

84

135

87

 

 

 

 

 

2.0

11.1

7.1

8.8

80

132

85

 

 

 

 

 

3.0

10.7

7.0

8.7

79

128

82

 

 

 

 

 

4.0

10.4

7.0

8.4

75

125

80

 

 

 

 

 

5.5

10.2

7.1

8.4

75

127

81

 

 

 

12/7/2009 13:30

18054(TB6Q)

0.3

13.5

7.2

8.9

86

135

87

1.1

5.19

1

 

 

1.0

13.5

7.1

8.8

85

135

87

 

 

 

 

 

2.5

13.4

7.1

8.7

84

135

87

 

 

 

 

 

4.5

13.3

7.1

8.6

82

138

89

 

 

 

 

 

6.0

13.0

7.1

8.2

78

138

89

 

 

 

 

 

7.3

12.8

7.1

7.7

73

144

109

 

 

 

12/7/2009 10:50

10411(TB6F)

0.3

11.8

7.1

8.7

81

107

69

1.1

8.96

8

 

 

2.0

11.8

7.1

8.7

80

107

69

 

 

 

 

 

3.0

11.8

7.1

8.6

80

107

69

 

 

 

 

 

4.0

11.7

7.1

8.5

78

107

69

 

 

 

 

 

5.2

11.7

7.1

8.4

77

105

67

 

 

 


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

12/7/2009 11:05

10402(TB6H)

0.3

13.0

7.3

9.2

88

90

58

0.7

12.7

1

 

 

1.2

13.0

7.0

9.1

87

90

58

 

 

 

 

 

4.6

13.0

7.0

9.1

86

90

58

 

 

 

 

 

7.0

13.0

7.0

9.1

86

90

58

 

 

 

 

 

10.0

12.9

7.0

9.0

85

90

58

 

 

 

 

 

12.5

12.8

7.0

9.1

86

91

58

 

 

 

 

 

16.1

12.6

7.0

9.0

85

92

58

 

 

 

 

 

19.7

12.5

7.0

8.1

76

91

58

 

 

 

 

 

21.1

12.5

7.0

5.9

56

106

70

 

 

 

12/7/2009 11:55

15659(TB6K)

0.3

11.8

7.0

8.4

78

116

75

0.6

15.5

10

 

 

1.5

11.8

7.0

8.4

78

116

75

 

 

 

 

 

3.0

11.7

7.1

8.3

77

115

74

 

 

 

 

 

5.0

11.7

7.1

8.3

76

115

74

 

 

 

 

 

7.0

11.6

7.1

8.3

76

113

72

 

 

 

 

 

9.3

11.6

7.1

8.3

76

113

72

 

 

 

12/7/2009 10:25

15655(TB6J)

0.3

10.9

7.3

9.7

88

132

84

0.82

9.55

12

 

 

2.0

10.7

7.3

9.6

87

133

85

 

 

 

 

 

3.0

10.7

7.3

9.6

87

133

85

 

 

 

 

 

4.0

10.8

7.3

9.6

86

133

85

 

 

 

 

 

4.8

10.7

7.3

9.6

87

133

85

 

 

 

12/7/2009 12:40

18053(TB6LN)

0.3

12.3

7.3

8.6

80

119

76

0.7

10.7

4

 

 

1.0

12.3

7.0

8.5

79

118

76

 

 

 

 

 

2.5

12.2

7.0

8.5

79

119

76

 

 

 

 

 

4.0

12.1

7.0

8.4

78

119

76

 

 

 

 

 

5.5

12.1

7.0

8.4

78

120

77

 

 

 

 

 

6.4

12.1

7.1

8.3

77

119

77

 

 

 

12/7/2009 9:45

18052(TB6R)

0.3

11.9

7.6

9.6

89

127

81

0.66

10.9

<1

 

 

2.0

11.9

7.6

9.5

87

127

81

 

 

 

 

 

3.5

11.8

7.4

9.3

86

127

81

 

 

 

 

 

5.5

11.9

7.3

9.3

86

127

81

 

 

 

 

 

7.5

11.9

7.3

9.3

86

128

81

 

 

 

 

 

10.0

11.9

7.3

9.3

86

128

82

 

 

 

 

 

12.1

11.9

7.3

9.2

86

128

82

 

 

 

 

 

 

 

 

 

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 4,760 cfs and Sabine River Station SR14 had a flow of 4,520 cfs. Increased flows were observed at all stations.

 

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

12/9/09 10:10

10415(SR10)

8.8

7.2

10.3

90

208

133

0.16

42

131

12/9/09 09:27

13628(SR11)

8.1

7.2

10.4

89

189

121

0.18

40.6

238

12/9/09 08:50

10423(SR14)

7.7

7.1

10.3

87

167

107

0.21

35.5

276

12/9/09 08:25

10426(SR15)

7.7

7.1

10.2

87

159

102

0.24

31.4

291

12/9/09 08:05

10427(SR16)

7.8

7.1

10.1

86

154

100

0.26

27.7

206

 

 

 

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 1.02 inches of rainfall the preceding seven days prior to sampling. The level of Lake Fork was 403.09 feet msl with an 4.5 cfs release at the time of sampling. Reservoir profiles indicated mixing of the water column. The USGS recorded flows were 4,520 cfs at Sabine River Station SR17, 4,140 cfs at Sabine River Station SR19 and 2,580 cfs at Sabine River Station SR21. The USGS recorded flow for Big Sandy Creek was 344 cfs. Increased flows were observed at all river stations.

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

12/9/09 7:40

10428(SR17)

0.3

7.9

7.1

10.0

85

149

95.4

0.26

24.5

326

12/8/09 14:04

10429(SR19)

0.3

8.1

7.1

9.8

84

153

97.6

0.65

19

461

12/8/09 13:25

10430(SR21)

0.3

8.3

7.4

10.0

86

171

109

0.67

14.1

166

Segment 0514

 

 

 

 

 

 

 

 

 

 

12/9/09 7:04

16011(BS9)

0.3

8.3

6.4

10.0

87

127

80.9

0.63

12.9

179

Segment 0515

 

 

 

 

 

 

 

 

 

 

12/8/09 13:47

10469(LF20)

0.3

8.8

6.8

8.9

78

153

98.2

0.97

8.38

291

Segment 0512

 

 

 

 

 

 

 

 

 

 

12/8/09 7:58

10458(LF2)

0.3

12.6

7.4

8.9

85

143

91

1.43

2.89

2

 

 

1.0

12.6

7.3

8.9

84

142

91

 

 

 

 

 

2.5

12.6

7.3

8.8

84

142

91

 

 

 

 

 

4.0

12.6

7.3

8.8

84

143

91

 

 

 

 

 

5.5

12.6

7.3

8.8

84

143

91

 

 

 

 

 

7.0

12.6

7.3

8.8

84

142

91

 

 

 

 

 

8.5

12.6

7.3

8.8

84

142

91

 

 

 

 

 

10.0

12.6

7.3

8.7

83

142

91

 

 

 

 

 

11.5

12.6

7.3

8.7

83

143

91

 

 

 

 

 

13.0

12.6

7.3

8.7

83

142

91

 

 

 

 

 

14.5

12.6

7.3

8.7

83

143

91

 

 

 

 

 

16.0

12.6

7.3

8.7

83

142

91

 

 

 

 

 

17.5

12.6

7.3

8.6

82

143

91

 

 

 

 

 

18.3

12.6

7.3

8.5

82

142

91

 

 

 

 

 

 

 

 

 

 

 

 

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

12/8/09 8:55

10462(LF4)

0.3

11.6

7.5

9.7

90

133

85

0.91

4.02

4

 

 

1.0

11.6

7.4

9.6

90

133

85

 

 

 

 

 

2.5

11.7

7.6

9.6

90

133

85

 

 

 

 

 

4.0

11.7

7.4

9.6

89

133

85

 

 

 

 

 

5.5

11.7

7.4

9.6

89

133

85

 

 

 

 

 

7.0

11.7

7.4

9.6

89

132

85

 

 

 

 

 

8.5

11.7

7.4

9.5

89

132

85

 

 

 

 

 

10.0

11.7

7.4

9.5

89

132

85

 

 

 

 

 

10.7

11.7

7.5

9.5

89

133

85

 

 

 

12/8/09 8:28

10461(LF3)

0.3

11.1

7.4

9.8

90

134

86

0.78

4.58

5

 

 

1.0

11.1

7.4

9.8

90

134

85

 

 

 

 

 

2.5

11.1

7.3

9.8

90

134

86

 

 

 

 

 

4.0

11.1

7.4

9.8

90

134

86

 

 

 

 

 

5.5

11.1

7.4

9.8

90

134

86

 

 

 

 

 

7.0

10.9

7.4

9.8

90

134

86

 

 

 

 

 

8.5

10.8

7.5

9.8

90

134

86

 

 

 

 

 

9.4

10.6

7.5

9.9

90

135

86

 

 

 


 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lake Fork Reservoir Profiles

 

LAKE FORK RESERVOIR NEAR DAM IN CREEK CHANNEL

 

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

 

LAKE FORK RESERVOIR MID-ARM IN CANEY CREEK ARM AT FM 515
Segment
0506


Segment 0507 - Lake Tawakoni

Description: The designated segment includes the impounded Sabine River from Iron Bridge Dam in Rains County up to the normal pool elevation of 437.5 feet. Although much of this segment is rural, it contains one of the four largest cities in the Sabine Basin.

Sampling Conditions: Lake Tawakoni received 1.37 inches of rainfall the preceding seven days prior to sampling. The level of Lake Tawakoni was 438.22 feet msl with a 840 cfs release at the time of sampling. Reservoir profiles indicated thermal mixing of the water column.

 

Segment 0507 Water Quality with Lake Tawakoni 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

12/8/09 11:40

10434(LT23A)

0.3

11.8

8.1

9.9

92

173

111

1.30

3.48

4

 

 

1.0

11.8

8.0

9.9

92

173

111

 

 

 

 

 

2.5

11.8

8.0

9.8

92

173

111

 

 

 

 

 

4.0

11.8

8.0

9.7

91

173

111

 

 

 

 

 

5.5

11.8

8.0

9.7

91

173

111

 

 

 

 

 

7.0

11.8

8.0

9.7

91

174

111

 

 

 

 

 

8.5

11.8

8.0

9.7

91

174

111

 

 

 

 

 

10.0

11.8

8.0

9.6

90

174

111

 

 

 

 

 

11.5

11.8

8.0

9.6

90

173

111

 

 

 

 

 

13.0

11.8

8.0

9.6

90

173

111

 

 

 

 

 

14.5

11.8

8.0

9.5

89

173

111

 

 

 

 

 

15.3

11.8