To: Interested Parties

From: Environmental Services Division

RE: January 2010 monthly Water Quality Report

The Environmental Services Field Offices conducted water quality monitoring in the Sabine Basin from January 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 cold with high temperatures from the upper 30s to low 60s. Low temperatures ranged from low 20s to low 30s. The Tidal stations received 0.16 inches of rainfall in the seven days prior to the sampling event.

 Tidal Conditions Salinity values greater than 1 ppt were only found at one Tidal station. Blacks Bayou station BB1 recorded a salinity value of 3.3 ppt throughout the water column.

Lower Sabine Basin (Toledo Bend Reservoir and Below)

 

Weather - Weather conditions in the Lower Basin were cold with high temperatures from the upper 20s to low 50s. Low temperatures ranged from mid teens to upper 20s. Toledo Bend received 0.3 inches of rainfall during the seven days prior to the sampling event.

Lake Level - The level of Toledo Bend Reservoir was recorded at 170.47 feet with 14,193 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 upper 20s to mid 40s with lows in the low teens to low 30s at Lake Tawakoni and at Lake Fork. Lake Tawakoni received 0.08 inches of rainfall and Lake Fork received 0.1 inches rainfall the week preceding the sample run.

Lake Level - The level of Lake Tawakoni was 437.61 feet msl with a 40 cfs release and the level of Lake Fork was 403.07 feet msl with a 5.5 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 0.16 inches of rainfall in the seven days prior to the sample event. Salinities of greater than 1.0ppt were only found at one 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

1/13/2010 11:20

10391(SRT1)

0.3

7.1

7.3

11.3

93

162

103

<1

0.59

15.1

46

10

 

 

2.0

7.1

7.1

11.2

93

162

103

<1

 

 

 

 

 

 

4.0

7.1

7.2

11.2

92

161

103

<1

 

 

 

 

 

 

6.0

7.1

7.2

11.2

92

161

103

<1

 

 

 

 

1/13/2010 11:05

15654(BB1)

0.3

7.1

7.5

10.8

91

5,922

3,793

3.3

0.27

26.5

4

17

 

 

2.6

7.1

7.6

10.7

90

5,928

3,794

3.3

 

 

 

 

Segment 0511

 

 

 

 

 

 

 

 

 

 

 

 

1/13/2010 11:35

10449(CB1)

0.3

6.5

6.7

9.5

77

204

130

<1

0.18

69.1

118

125

 

 

2.0

6.5

6.6

9.4

76

204

131

<1

 

 

 

 

 

 

3.9

6.5

6.6

9.4

76

204

131

<1

 

 

 

 

Segment 0508

 

 

 

 

 

 

 

 

 

 

 

 

1/13/2010 10:40

10441(AB2)

0.3

7.0

7.0

7.5

61

378

242

<1

0.21

73.6

86

197

 

 

1.5

7.0

7.0

7.2

59

378

242

<1

 

 

 

 

 

 

3.3

7.0

6.9

7.2

59

379

242

<1

 

 

 

 

1/13/2010 10:20

15653(ICW1)

0.3

6.5

7.2

11.4

93

182

116

<1

0.62

18

23

11

 

 

1.5

6.5

7.2

11.4

93

182

116

<1

 

 

 

 

 

 

3.0

6.5

7.2

11.3

92

182

116

<1

 

 

 

 

 

 

5.8

6.5

7.2

11.3

92

182

116

<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

1/13/2010 10:00

18056(SRT1C)

0.3

7.5

7.2

11.1

93

164

104

<1

0.69

14.9

46

20

 

 

2.0

7.5

7.1

11.0

92

160

101

<1

 

 

 

 

 

 

4.0

7.5

7.1

11.0

92

159

101

<1

 

 

 

 

 

 

7.0

7.5

7.1

11.0

92

157

101

<1

 

 

 

 

 

 

10.4

7.5

7.1

11.0

92

157

100

<1

 

 

 

 

1/13/2010 9:43

10394(SRT2)

0.3

7.5

7.2

11.0

92

154

99

<1

0.69

15.2

42

22

 

 

2.1

7.5

7.1

10.9

91

154

99

<1

 

 

 

 

 

 

5.0

7.5

7.1

10.9

91

154

99

<1

 

 

 

 

 

 

7.6

7.5

7.1

10.9

91

154

99

<1

 

 

 

 

1/13/2010 9:15

10395(SR1)

0.3

7.5

7.1

10.8

90

161

104

NM

0.48

16.5

45

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 also found at station BCC1. The USGS recorded flow at Sabine River station SR2 was 15,100 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

1/12/2010 8:55

10397(SR2)

0.3

7.2

7.1

10.8

91

150

96

0.44

15.3

49

Segment 0513

 

 

 

 

 

 

 

 

 

 

1/12/2010 9:32

10465(BCC1)

0.3

4.09

6.6

12.1

93

47

30

0.56

15.7

68

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: Higher than normal flows were found at several sites in this segment. The USGS recorded flow at Sabine River station SR3 was 16,900cfs and the USGS flow at Sabine River station SR5 was 15,300cfs.

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

1/12/2010 11:30

10398(SR3)

0.3

8.66

7.3

10.8

93

155

100

0.60

7.49

6

1/12/2010 11:10

10340(BA4)

0.3

6.39

7.0

11.4

92

93

59

0.36

29.6

75

1/12/2010 10:37

10399(SR5)

0.3

8.84

7.3

10.6

92

160

103

0.71

10

1

1/11/2010 13:35

10401(TB6S)

0.3

9.79

8.2

12.5

110

163

104

NM

3.22

26

1/11/2010 13:15

15660(BT1)

0.3

2.6

7.7

13.2

97

103

66

0.55

23

38

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 0.3 inches of rainfall during the week prior to sampling.  The level of Toledo Bend Reservoir was recorded at 170.47 feet with 14,193 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 profile measurements were taken at Toledo Bend site TB6R due to issues with the sampling equipment. The problem was corrected and profiles were taken at all other sites.

 

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

1/11/2010 14:27

10404(TB6A)

0.3

9.7

7.4

9.5

84

187

119

1.5

2.71

1

 

 

2.0

9.3

7.4

9.5

83

187

119

 

 

 

 

 

5.0

8.9

7.3

9.4

81

189

121

 

 

 

 

 

8.0

8.9

7.3

9.4

81

186

120

 

 

 

 

 

11.0

8.8

7.2

9.5

82

184

118

 

 

 

 

 

14.0

8.8

7.2

9.5

82

182

117

 

 

 

 

 

17.0

8.8

7.2

9.6

82

183

117

 

 

 

 

 

20.0

8.8

7.2

9.6

82

193

123

 

 

 

 

 

26.3

8.7

7.3

9.7

83

187

123

 

 

 

1/11/2010 9:45

10407(TB6CN)

0.3

6.2

7.6

9.6

77

67

42

0.47

23.2

2

 

 

1.5

5.4

6.5

9.7

77

68

43

 

 

 

 

 

3.5

5.1

6.5

9.6

75

63

40

 

 

 

 

 

5.4

5.6

6.6

9.2

74

68

43

 

 

 

1/11/2010 13:30

18054(TB6Q)

0.3

7.9

7.2

9.5

81

130

84

0.96

8.62

<1

 

 

1.0

8.0

7.2

9.6

81

130

82

 

 

 

 

 

2.0

7.7

7.2

9.6

81

133

82

 

 

 

 

 

4.0

7.5

7.1

9.6

80

130

84

 

 

 

 

 

6.0

7.5

7.1

9.6

80

133

89

 

 

 

 

 

8.5

7.3

7.2

9.5

78

131

95

 

 

 

1/11/2010 11:20

10411(TB6F)

0.3

7.9

7.0

9.8

81

67

42

0.36

43.50

6

 

 

1.0

6.8

6.9

9.9

80

67

42

 

 

 

 

 

2.0

6.1

6.8

10.0

80

67

42

 

 

 

 

 

4.0

6.1

6.9

9.9

80

67

42

 

 

 

 

 

5.3

6.2

7.1

9.8

80

67

42

 

 

 


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

1/11/2010 11:25

10402(TB6H)

0.3

7.4

7.8

10.3

85

133

98

0.9

7.18

<1

 

 

1.5

7.3

7.4

9.8

81

150

95

 

 

 

 

 

3.0

7.3

7.4

9.8

81

148

96

 

 

 

 

 

6.0

7.3

7.3

9.8

80

155

96

 

 

 

 

 

8.0

7.2

7.3

9.8

81

144

103

 

 

 

 

 

10.0

7.2

7.3

9.9

81

165

105

 

 

 

 

 

17.7

6.7

7.4

10.0

81

191

116

 

 

 

1/11/2010 12:35

15659(TB6K)

0.3

6.9

7.1

10.5

85

118

75

0.67

19.1

9

 

 

1.2

6.9

7.1

10.5

86

118

75

 

 

 

 

 

3.0

6.7

7.1

10.4

85

119

76

 

 

 

 

 

5.5

6.4

7.2

10.3

83

117

75

 

 

 

 

 

7.5

6.1

7.3

10.2

82

116

74

 

 

 

 

 

9.5

6.0

7.6

10.2

81

116

74

 

 

 

1/11/2010 10:20

15655(TB6J)

0.3

6.9

7.6

9.8

91

93

59

0.32

43.3

<1

 

 

0.8

5.4

7.0

10.2

91

100

64

 

 

 

 

 

1.5

5.3

7.0

10.3

81

100

64

 

 

 

 

 

3.0

5.2

7.1

10.4

81

102

65

 

 

 

 

 

4.8

5.2

7.2

10.3

81

103

66

 

 

 

1/11/2010 12:43

18053(TB6LN)

0.3

7.1

6.9

10.0

78

95

60

0.37

34.1

4

 

 

1.0

7.1

6.5

8.5

71

94

58

 

 

 

 

 

2.0

6.9

6.5

8.5

70

91

60

 

 

 

 

 

3.0

6.7

6.5

8.5

70

91

59

 

 

 

 

 

4.0

6.6

6.5

8351.0

69

93

60

 

 

 

 

 

5.0

6.6

6.5

8.6

70

95

60

 

 

 

 

 

6.0

6.6

6.5

8.6

70

94

61

 

 

 

1/11/2010 10:00

18052(TB6R)

0.3

7.0

7.5

11.3

93

127

81

0.85

9.65

1

 

 

 

 

 

 

 

 

 

 

 

 

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

 

No profiles were taken at this site due to issues with the sampling equipment

 

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 1,850 cfs and Sabine River Station SR14 had a flow of 1,650 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

1/13/09 10:10

10415(SR10)

4.1

7.0

11.9

92

247

158

0.31

27.7

157

1/13/09 09:39

13628(SR11)

3.4

7.1

12.1

92

242

155

0.32

25.1

99

1/13/09 08:42

10423(SR14)

3.0

6.9

12.3

93

249

160

0.32

23.4

68

1/13/09 08:15

10426(SR15)

3.0

7.2

12.3

93

239

153

0.31

23.9

121

1/13/09 07:52

10427(SR16)

2.8

7.3

12.4

93

210

134

0.30

21.8

107

 

 

 

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 0.1 inches of rainfall the preceding seven days prior to sampling. The level of Lake Fork was 403.07 feet msl with a 5.5 cfs release at the time of sampling. Reservoir profiles indicated mixing of the water column. The USGS recorded flows were 1,310 cfs at Sabine River Station SR17, 857 cfs at Sabine River Station SR19 and 380 cfs at Sabine River Station SR21. The USGS recorded flow for Big Sandy Creek was 178 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

1/13/10 7:34

10428(SR17)

0.3

2.9

7.2

12.4

93

194

124

0.40

23.4

291

1/12/10 13:52

10429(SR19)

0.3

3.0

7.3

12.7

96

234

150

0.27

21.5

102

1/12/10 13:06

10430(SR21)

0.3

2.8

7.1

12.4

93

311

199

0.31

20.1

210

Segment 0514

 

 

 

 

 

 

 

 

 

 

1/13/10 6:05

16011(BS9)

0.3

2.8

7.0

12.3

93

150

96

0.71

10.7

153

Segment 0515

 

 

 

 

 

 

 

 

 

 

1/12/10 13:32

10469(LF20)

0.3

2.6

6.7

12.6

94

282

181

0.63

13.0

41

Segment 0512

 

 

 

 

 

 

 

 

 

 

1/12/10 7:50

10458(LF2)

0.3

6.4

7.5

11.2

92

137

88

1.40

2.67

1

 

 

1.0

6.4

7.5

11.2

92

137

88

 

 

 

 

 

2.5

6.4

7.5

11.2

92

137

88

 

 

 

 

 

4.0

6.4

7.6

11.1

92

137

88

 

 

 

 

 

5.5

6.4

7.6

11.1

92

137

88

 

 

 

 

 

7.0

6.4

7.6

11.1

91

137

88

 

 

 

 

 

8.5

6.4

7.6

11.0

91

137

88

 

 

 

 

 

10.0

6.4

7.6

11.0

91

137

88

 

 

 

 

 

11.5

6.4

7.6

11.0

91

137

88

 

 

 

 

 

13.0

6.4

7.6

11.0

91

137

88

 

 

 

 

 

14.5

6.4

7.6

11.0

90

137

88

 

 

 

 

 

16.0

6.4

7.6

10.9

90

137

88

 

 

 

 

 

17.5

6.4

7.6

10.9

90

137

88

 

 

 

 

 

 

 

 

 

 

 

 

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

1/12/10 9:01

10462(LF4)

0.3

5.5

7.8

12.0

97

131

84

0.77

4.98

2

 

 

1.0

5.5

7.7

12.0

97

131

84

 

 

 

 

 

2.5

5.5

7.7

12.0

97

131

84

 

 

 

 

 

4.0

5.5

7.8

12.0

96

131

84

 

 

 

 

 

5.5

5.5

7.8

12.0

96

131

84

 

 

 

 

 

7.0

5.5

7.8

11.9

96

131

84

 

 

 

 

 

8.5

5.5

7.9

11.9

96

131

84

 

 

 

 

 

10.0

5.5

7.9

11.9

96

130

83

 

 

 

 

 

10.7

5.5

7.9

12.0

96

130

83

 

 

 

1/12/10 8:41

10461(LF3)

0.3

5.3

8.3

12.9

103

139

89

0.80

4.70

2

 

 

1.0

5.3

8.3

13.0

104

139

89

 

 

 

 

 

2.5

5.3

8.3

12.9

103

139

89

 

 

 

 

 

4.0

5.3

8.4

12.9

103

139

89

 

 

 

 

 

5.5

5.2

8.3

12.8

102

139

89

 

 

 

 

 

7.0

5.2

8.3

12.7

102

139

89

 

 

 

 

 

8.5

4.9

8.3

12.8

101

140

90

 

 

 

 

 

9.4

4.9

8.3

12.8

101

140

90

 

 

 


 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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 0.08 inches of rainfall the preceding seven days prior to sampling. The level of Lake Tawakoni was 437.61 feet msl with a 40 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

1/12/09 11:16

10434(LT23A)

0.3

5.5

8.1

11.9

96

172

110

1.23

2.92

1

 

 

1.0

5.6

8.0

11.9

96

172

110

 

 

 

 

 

2.5

5.4

8.1

11.8

95

171

109

 

 

 

 

 

4.0

5.3

8.2

11.8

95

172

110

 

 

 

 

 

5.5

5.3

8.2

11.7

94

172

110

 

 

 

 

 

7.0

5.3

8.2

11.7

93

172

110

 

 

 

 

 

8.5

5.3

8.2

11.7

93

172

110

 

 

 

 

 

10.0

5.3

8.2

11.6

93

172

110

 

 

 

 

 

11.5

5.3

8.2

11.6

92

171

110

 

 

 

 

 

13.0

5.3

8.2

11.5

92

171

110

 

 

 

 

 

14.5

5.3

8.2

11.5

92

171

110

 

 

 

 

 

15.2

5.3

8.1

11.5

92

171

110

 

 

 

1/12/09 10:18

10435(LT23D)

0.3

4.5

8.6

13.5

106

174

111

0.80

6.74

1

 

 

1.0

4.4

8.6

13.5

106

174

111

 

 

 

 

 

2.0

4.3

8.7

13.4

104

175

112

 

 

 

 

 

3.0

4.2

8.7

13.3

103

175

112

 

 

 

 

 

4.0

4.2

8.7

13.2

103

175

112

 

 

 

 

 

5.0

4.2

8.7

13.2

103

175

112

 

 

 

 

 

5.5

4.2

8.7

13.0

101

175

112

 

 

 

1/12/09 9:41

10437(LT23B)

0.3

4.2

8.2

12.6

98

175

112

0.61

6.74

1