To: Interested Parties

From: Environmental Services Division

RE: May 2009 monthly Water Quality Report

The Environmental Services Field Offices conducted water quality monitoring in the Sabine Basin from May 11th through 13th. 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 highs from the low to mid 80s. Low temperatures ranged from mid 60s to low 70s. The Tidal stations received 0.12 inches of rainfall in the seven days prior to the sampling event.

 Tidal Conditions - Surface salinities were found at only one of the Tidal stations. The largest salinity value, 4.9ppt, was found at Blacks Bayou station BB1 at a depth of 5.6 meters. 

Lower Sabine Basin (Toledo Bend Reservoir and Below)

 

Weather - Weather conditions in the Lower Basin were warm with highs from the low 80s to low 90s. Low temperatures ranged from upper 60s to low 80s. Toledo Bend received 1.08 inches of rainfall during the seven days prior to the sampling event.

Lake Level - The level of Toledo Bend Reservoir was recorded at 171.94 feet with 13514 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 mild, with daytime highs in the upper 60s to upper 80s with lows in the upper 50s to low 70s at Lake Tawakoni and at Lake Fork. Lake Tawakoni received 0.96 inches of rainfall and Lake Fork received 1.53 inches rainfall the week preceding the sample run.

Lake Level - The level of Lake Tawakoni was 437.76 feet msl with a 236 cfs release and the level of Lake Fork was 403.58 feet msl with a 1750 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 all 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. 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

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 0.12 inches of rainfall in the seven days prior to the sample event. Good downstream flow was also observed in the river. Surface salinities were found at only one of the Tidal stations.  The largest salinity value, 4.9 ppt, was found at Blacks Bayou station BB1 at a depth of 5.6 meters.  Heavy activity continues along the lower river in conjunction with underground pipeline construction.

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

5/13/2009 11:15

10391(SRT1)

0.3

25.2

6.7

5.5

66

154

99

<1

0.38

19

37

24

 

 

2.0

25.3

6.7

5.4

66

154

99

<1

 

 

 

 

 

 

5.0

25.2

6.7

5.4

65

155

99

<1

 

 

 

 

 

 

8.2

25.2

6.7

5.4

65

156

100

<1

 

 

 

 

5/13/2009 10:55

15654(BB1)

0.3

25.8

7.0

5.7

71

2,256

1,434

1.2

0.36

18.5

17

65

 

 

1.8

25.8

7.1

5.4

68

2,754

1,774

1.5

 

 

 

 

 

 

3.0

26.3

7.1

4.7

59

6,103

3,796

2.3

 

 

 

 

 

 

5.6

26.6

7.1

4.4

56

8,851

5,532

4.9

 

 

 

 

5/13/2009 10:35

10393(SRT1A)

0.3

25.3

6.8

5.5

67

211

136

<1

0.43

17

34

27

 

 

2.3

25.1

6.7

5.4

66

212

136

<1

 

 

 

 

 

 

5.0

25.1

6.7

5.4

65

220

143

<1

 

 

 

 

 

 

10.4

25.1

6.7

5.3

65

237

150

<1

 

 

 

 

5/13/2009 10:25

18055(SRT1B)

0.3

25.2

6.7

5.6

68

144

91

<1

0.48

16.1

43

39

 

 

2.5

25.1

6.7

5.4

66

141

90

<1

 

 

 

 

 

 

5.0

25.1

6.7

5.4

66

141

91

<1

 

 

 

 

 

 

9.9

25.1

6.6

5.3

64

142

91

<1

 

 

 

 

5/13/2009 10:13

15653(ICW1)

0.3

25.7

6.8

5.4

67

236

151

<1

0.61

20.7

13

88

 

 

1.3

25.7

6.8

5.4

66

243

156

<1

 

 

 

 

 

 

3.0

25.7

6.8

5.3

65

241

156

<1

 

 

 

 

 

 

6.0

25.7

6.7

5.3

65

239

153

<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

5/13/2009 9:55

18056(SRT1C)

0.3

24.9

6.7

5.4

65

137

88

<1

0.49

18.3

65

60

 

 

4.0

24.9

6.7

5.2

63

137

88

<1

 

 

 

 

 

 

8.0

24.9

6.7

5.2

63

137

88

<1

 

 

 

 

 

 

11.5

24.9

6.6

5.2

63

137

88

<1

 

 

 

 

5/13/2009 9:38

10394(SRT2)

0.3

24.8

6.7

5.3

64

134

86

<1

0.52

16

84

80

 

 

2.5

24.8

6.7

5.3

63

134

86

<1

 

 

 

 

 

 

5.0

24.7

6.7

5.2

63

134

86

<1

 

 

 

 

 

 

7.6

24.7

6.6

5.2

63

134

86

<1

 

 

 

 

5/13/2009 9:11

10395(SR1)

0.3

24.6

6.7

5.3

64

141

90

NM

0.46

18.3

34

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 river was just above flood stage at the time of sampling with a strong downstream flow. The USGS recorded flow at Sabine River station SR2 was 15,000 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

5/12/2009 8:50

10397(SR2)

0.3

23.9

6.6

5.8

69

131

84

0.43

19.6

25

Segment 0513

 

 

 

 

 

 

 

 

 

 

5/12/2009 9:27

10465(BCC1)

0.3

22.7

6.0

7.0

81

39

25

0.54

33.8

1203

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 flows were observed in the river with strong downstream flow. The USGS recorded flow at Sabine River station SR3 was 14,600 cfs and the USGS flow at Sabine River station SR5 was 15,100cfs.

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

5/12/2009 10:42

10398(SR3)

0.3

22.8

7.3

7.7

89

155

99

1.00

4.08

10

5/12/2009 11:12

10340(BA4)

0.3

24.6

7.0

7.1

86

125

80

0.28

51.1

236

5/12/2009 11:32

10399(SR5)

0.3

22.7

7.3

7.8

91

154

98

0.77

15.9

14

5/11/2009 13:10

10401(TB6S)

0.3

21.1

7.4

7.9

89

144

93

1.1

4.2

6

5/11/2009 12:53

15660(BT1)

0.3

25.8

6.8

7.0

86

82

52

0.44

21.4

21

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 1.08 inches of rainfall during the week prior to sampling.  The level of Toledo Bend Reservoir was recorded at 171.94 feet with 13514 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. No profiles were taken at Toledo Bend station TB6A due to the approach of heavy rain and lightning.

 

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

5/11/2009 14:40

10404(TB6A)

0.3

23.9

7.6

8.4

100

156

99

1.7

2.48

<1

5/11/2009 9:44

10407(TB6CN)

0.3

26.1

7.1

7.2

89

101

66

0.93

5.11

15

 

 

1.0

25.9

6.8

6.7

82

100

64

 

 

 

 

 

2.0

23.9

6.4

3.1

36

99

64

 

 

 

 

 

3.0

22.5

6.3

0.3

3

103

66

 

 

 

 

 

4.0

21.9

6.3

0.3

3

109

70

 

 

 

 

 

5.8

21.6

6.2

0.4

5

112

72

 

 

 

5/11/2009 13:35

18054(TB6Q)

0.3

26.4

8.2

8.8

108

162

104

1.2

2.14

<1

 

 

1.9

26.5

8.2

8.7

108

162

104

 

 

 

 

 

4.2

26.3

8.2

8.5

105

162

103

 

 

 

 

 

7.0

25.1

7.2

6.7

80

162

104

 

 

 

 

 

8.3

22.9

6.8

3.8

42

167

107

 

 

 

 

 

9.0

21.6

6.8

1.9

20

174

112

 

 

 

5/11/2009 10:50

10411(TB6F)

0.3

26.8

7.1

7.3

91

77

50

0.79

12.0

68

 

 

1.0

26.5

7.0

6.8

85

78

50

 

 

 

 

 

2.0

25.1

6.9

6.2

75

94

60

 

 

 

 

 

3.0

23.4

6.8

4.7

55

120

77

 

 

 

 

 

4.0

22.5

6.7

4.1

47

129

82

 

 

 

 

 

5.2

21.7

6.7

1.5

16

115

74

 

 

 


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

5/11/2009 11:15

10402(TB6H)

0.3

24.9

7.9

8.6

104

183

117

1.2

2.24

<1

 

 

2.2

24.7

7.9

8.5

102

183

117

 

 

 

 

 

7.5

23.4

7.1

7.1

76

195

125

 

 

 

 

 

10.7

22.5

6.8

4.0

48

197

126

 

 

 

 

 

13.9

21.0

6.7

2.5

28

192

123

 

 

 

 

 

17.4

19.8

6.6

1.1

13

186

119

 

 

 

 

 

21.6

19.5

6.7

0.9

10

184

116

 

 

 

5/11/2009 12:05

15659(TB6K)

0.3

26.9

7.4

7.3

92

114

73

0.8

8.6

1

 

 

1.0

26.6

7.2

6.9

85

115

74

 

 

 

 

 

2.0

26.4

7.2

6.9

85

122

79

 

 

 

 

 

4.0

25.2

7.0

6.4

78

145

93

 

 

 

 

 

6.0

23.3

6.7

1.5

18

131

83

 

 

 

 

 

7.0

22.7

6.7

0.5

5

130

83

 

 

 

 

 

10.2

21.8

6.7

0.5

5

134

86

 

 

 

5/11/2009 10:24

15655(TB6J)

0.3

27.3

7.8

8.2

104

147

94

0.92

5.85

9

 

 

1.0

27.3

7.7

7.9

99

147

94

 

 

 

 

 

1.5

26.6

6.9

6.2

78

145

93

 

 

 

 

 

2.5

25.6

6.7

3.1

37

141

92

 

 

 

 

 

3.8

23.7

6.7

3.1

36

159

103

 

 

 

 

 

4.8

23.3

6.7

0.5

6

158

102

 

 

 

5/11/2009 12:45

18053(TB6LN)

0.3

27.0

8.3

9.2

114

104

98

0.52

4.82

<1

 

 

1.8

26.6

7.7

8.2

103

154

99

 

 

 

 

 

5.5

24.7

7.0

3.8

44

163

104

 

 

 

5/11/2009 10:05

18052(TB6R)

0.3

25.8

7.4

7.8

96

194

124

0.82

7.59

1

 

 

1.5

25.8

7.4

7.6

94

194

124

 

 

 

 

 

3.0

25.7

7.3

7.3

91

194

124

 

 

 

 

 

6.0

25.4

7.0

5.5

68

195

124

 

 

 

 

 

10.0

24.9

6.9

4.9

60

196

125

 

 

 

 

 

13.1

25.5

6.8

4.4

53

196

126

 

 

 

 

 

13.8

24.2

6.7

2.5

30

200

127

 

 

 

 

 

15.6

23.1

6.8

0.3

4

211

135

 

 

 

5/13/2009 10:51

10403(TB8)

0.3

23.0

6.5

5.0

58

132

85

0.19

54.4

57

 

 

1.0

22.9

6.4

4.7

55

133

85

 

 

 

 

 

3.4

22.9

6.5

4.6

55

132

85

 

 

 

 

 

5.6

22.9

6.5

4.7

55

132

85

 

 

 

 

 

7.1

22.9

6.4

4.7

55

132

84

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Toledo Bend Reservoir Profiles

 

 

 

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 9,990 cfs and Sabine River Station SR14 had a flow of 13,000 cfs. Increased flows, reduced turbidity and increased Secchi transparency were observed at a few 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

5/13/09 10:21

10415(SR10)

22.5

6.5

4.8

56

134

85.9

0.15

93.4

153

5/13/09 09:45

13628(SR11)

22.3

6.4

4.1

47

133

84.7

0.15

63

91

5/13/09 08.21

10423(SR14)

22.4

6.4

3.6

42

131

83.8

0.60

12

96

5/13/09 07:55

10426(SR15)

22.4

6.4

3.7

43

130

83.3

0.90

8.07

62

5/13/09 07:29

10427(SR16)

22.5

6.5

3.4

40

131

84

0.71

9.5

46

 

 

 

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 1.53 inches of rainfall the preceding seven days prior to sampling. The level of Lake Fork was 403.58 feet msl with a 1750 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 16,900 cfs at Sabine River Station SR17, 9,590 cfs at Sabine River Station SR19 and 1,080 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

5/13/09 7:01

10428(SR17)

0.3

22.6

6.5

3.0

36

135

85.1

1.18

6.02

49

5/12/09 14:27

10429(SR19)

0.3

22.6

6.6

3.3

39

166

106

1.10

8.11

53

5/12/09 13:39

10430(SR21)

0.3

22.1

7.1

5.9

69

285

182

0.15

59.7

NM

5/12/09 13:06

17065(SR22)

0.3

22.4

7.4

6.6

78

218

140

0.14

64.7

NM

Segment 0514

 

 

 

 

 

 

 

 

 

 

5/13/09 6:18

16011(BS9)

0.3

22.1

6.5

5.5

64

120

77

0.52

17

101

Segment 0515

 

 

 

 

 

 

 

 

 

 

5/12/09 14:09

10469(LF20)

0.3

22.0

6.6

3.6

42

180

115

0.92

7.13

48

Segment 0512

 

 

 

 

 

 

 

 

 

 

5/12/09 7:46

10458(LF2)

0.3

21.4

7.1

7.8

89

154

99

1.59

3.28

4

 

 

1.0

21.4

7.1

7.7

88

154

99

 

 

 

 

 

2.5

21.4

7.0

7.6

88

154

98

 

 

 

 

 

4.0

21.4

6.9

7.6

88

154

98

 

 

 

 

 

5.5

21.4

6.9

7.6

87

154

98

 

 

 

 

 

7.0

21.4

6.8

7.4

85

154

99

 

 

 

 

 

8.5

20.1

6.5

5.8

65

153

98

 

 

 

 

 

10.0

19.2

6.5

5.5

61

154

99

 

 

 

 

 

11.5

18.3

6.4

5.2

55

157

100

 

 

 

 

 

13.0

17.3

6.4

4.7

50

159

102

 

 

 

 

 

14.5

16.6

6.3

3.2

33

162

103

 

 

 

 

 

16.0

16.4

6.3

2.7

28

162

104

 

 

 

 

 

17.5

16.2

6.3

2.3

24

164

105

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

5/12/09 8:44

10462(LF4)

0.3

22.3

7.4

7.6

88

154

99

1.05

4.53

7

 

 

1.0

22.3

7.4

7.6

89

154

99

 

 

 

 

 

2.5

22.3

7.3

7.5

87

154

98

 

 

 

 

 

4.0

22.3

7.2

7.5

86

154

98

 

 

 

 

 

5.5

22.2

7.1

7.5

86

154

98

 

 

 

 

 

7.0

21.4

6.6

3.9

44

138

88

 

 

 

 

 

8.5

20.6

6.4

2.6

29

141

90

 

 

 

 

 

10.0

20.4

6.4

2.5

27

146

93

 

 

 

 

 

11.0

19.6

6.5

1.9

21

162

104

 

 

 

5/12/09 8:24

10461(LF3)

0.3

21.9

6.9

5.8

67

138

88

0.91

6.96

8

 

 

1.0

21.9

6.8

5.7

66

138

88

 

 

 

 

 

2.5

21.9

6.8

5.6

65

138

88

 

 

 

 

 

4.0

21.8

6.7

5.6

65

140

89

 

 

 

 

 

5.5

20.3

6.7

5.6

62

154

98

 

 

 

 

 

7.0

19.9

6.6

4.9

55

155

99

 

 

 

 

 

8.5

19.6

6.5

4.0

44

156

100

 

 

 

 

 

9.8

19.5

6.6

3.9

41

157

100

 

 

 


 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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 0.96 inches of rainfall the preceding seven days prior to sampling. The level of Lake Tawakoni was 437.76 feet msl with a 236 cfs release at the time of sampling. Reservoir profiles indicated thermal stratification of the water column at Station LT23A.

 

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

5/12/09 11:27

10434(LT23A)

0.3

21.2

7.7

7.6

87

185

118

1.15

7.83

<1

 

 

1.0

21.2

7.7

7.5

85

185

118

 

 

 

 

 

2.5

21.1

7.6

7.3

83

185

118

 

 

 

 

 

4.0

21.1

7.6

7.2

82

185

118

 

 

 

 

 

5.5

21.1

7.5

7.3

83

185

118

 

 

 

 

 

7.0

21.1

7.5

7.3

83

185

118

 

 

 

 

 

8.5

21.1

7.5

7.0

79

186

119

 

 

 

 

 

10.0

20.5

7.2

5.2

59

187

120

 

 

 

 

 

11.5

19.9

7.1

4.2

47

188

120

 

 

 

 

 

13.0

19.8

7.1

4.0

44

189

121

 

 

 

 

 

14.5

19.5

7.0

3.1

34

190

121