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USGS
Water Resources of Colorado


PLATTE RIVER BASIN

06719505 CLEAR CREEK AT GOLDEN, CO

LOCATION.--Lat 39°45'11", long 105°14'05", in NE14NW14 sec.33, T.3 S., R.70 W., Jefferson County, Hydrologic Unit 10190004, on left bank 100 ft downstream from U.S. Highway 6 bridge at west edge of Golden, 0.7 mi downstream from headgate of Church ditch, and 13.3 mi downstream from North Clear Creek.

DRAINAGE AREA.--400 mi2.

PERIOD OF RECORD.--October 1974 to current year. Records for station at site 0.8 mi upstream (October 1908 to December 1909, June 1911 to September 1974) are not equivalent due to diversions by Church ditch. Water-quality data available, November 1977 to August 1995. Sediment data available, April to September 1981, and April 1993 to August 1995. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=06719505

GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 5,695 ft above NGVD of 1929, from topographic map. Prior to Sept. 12, 1980, at site 80 ft downstream. Prior to Jan. 22, 1987, at datum 2.00 ft higher, at both sites.

REMARKS.--Records fair except for period Nov. 1 to Mar. 25, which is poor. Natural flow of stream affected by minor transmountain diversions from Colorado River basin through Berthoud Pass ditch (see elsewhere in this report) and several small reservoirs upstream from station. Diversion by Welch ditch 1.4 mi upstream from station and by Church Ditch 0.7 mi upstream from station for irrigation of about 5,200 acres downstream from station. Several measurements of specific conductance and water temperature were obtained and are published in the "Supplemental Water-Quality Data For Gaging Stations" section of this report.

Discharge, cubic feet per second 
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
DAILY MEAN VALUES
DAY
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
1

55

e40

e28

e30

26

24

76

185

1,530

606

173

136

2

87

e40

e28

e29

25

30

99

171

1,380

578

158

118

3

75

e40

e24

e29

26

26

107

162

1,260

563

173

149

4

74

e40

e23

e29

e13

27

98

165

1,140

540

182

146

5

63

e41

e22

e29

20

28

86

152

1,100

518

156

124

6

49

e42

22

e29

19

24

82

117

971

494

148

148

7

61

e40

21

e29

e13

28

71

104

910

463

153

188

8

60

41

26

e29

14

28

65

104

765

448

162

183

9

55

38

24

26

26

29

68

102

744

430

154

222

10

58

37

21

15

e30

31

86

114

812

419

160

195

11

52

35

24

26

e30

30

108

100

883

397

141

178

12

49

27

22

e30

e30

31

123

100

917

369

136

165

13

51

42

36

e30

e30

32

141

113

898

356

139

152

14

47

45

42

32

e30

33

167

144

850

337

145

156

15

46

42

44

31

e30

35

190

193

871

321

139

143

16

47

35

36

23

30

34

165

214

882

310

125

125

17

47

41

35

23

29

37

153

312

854

306

170

125

18

48

41

28

23

26

e40

152

370

896

298

191

112

19

47

35

15

34

21

e38

150

387

906

314

172

113

20

38

39

e12

36

20

e40

144

382

876

347

142

114

21

37

35

e13

33

25

e50

131

403

831

323

133

108

22

42

35

13

28

25

e40

133

452

805

291

148

110

23

47

36

31

34

18

e54

135

544

789

272

142

107

24

51

37

31

32

19

e58

134

671

787

251

147

113

25

52

e28

34

28

17

60

136

806

734

238

155

109

26

50

e30

26

26

28

66

152

830

665

255

171

105

27

49

e30

e28

27

35

73

177

923

648

239

144

116

28

45

e32

e28

24

32

58

187

1,120

634

246

132

127

29

43

e33

e28

22

---

51

203

1,290

638

249

129

126

30

35

e28

e30

26

---

53

201

1,360

624

210

242

127

31

35

---

e31

25

---

60

---

1,460

---

190

188

---

TOTAL

1,595

1,105

826

867

687

1,248

3,920

13,550

26,600

11,178

4,850

4,140

MEAN

51.5

36.8

26.6

28.0

24.5

40.3

131

437

887

361

156

138

MAX

87

45

44

36

35

73

203

1,460

1,530

606

242

222

MIN

35

27

12

15

13

24

65

100

624

190

125

105

AC-FT

3,160

2,190

1,640

1,720

1,360

2,480

7,780

26,880

52,760

22,170

9,620

8,210

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1975 - 2003, BY WATER YEAR (WY)
MEAN

85.9

63.0

50.4

44.6

42.8

44.4

77.5

323

767

452

210

127

MAX

192

115

89.6

74.3

67.3

64.2

131

655

1,522

1,203

535

231

(WY)

(1985)

(1985)

(2000)

(2000)

(2000)

(2000)

(2003)

(1984)

(1995)

(1995)

(1999)

(1984)

MIN

51.5

36.8

26.6

28.0

24.5

31.2

39.0

123

195

86.7

59.3

48.2

(WY)

(2003)

(2003)

(2003)

(2003)

(2003)

(1976)

(1982)

(1981)

(2002)

(2002)

(2002)

(2002)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1975 - 2003
ANNUAL TOTAL
25,506
70,566
ANNUAL MEAN
69.9
193
191
HIGHEST ANNUAL MEAN
321 1995
LOWEST ANNUAL MEAN
78.9 2002
HIGHEST DAILY MEAN
267 Jun 4
1,530 Jun 1
2,300 Jun 17, 1995
LOWEST DAILY MEAN
e12 Dec 20
e12 Dec 20
e12 Dec 20, 2002
ANNUAL SEVEN-DAY MINIMUM
20 Dec 18
19 Feb 2
19 Feb 2, 2003
MAXIMUM PEAK FLOW
1,680 Jun 1
2,370 Jul 10, 1983
MAXIMUM PEAK STAGE
7.63 Jun 1
a6.44 Jul 10, 1983
ANNUAL RUNOFF (AC-FT)
50,590
140,000
138,400
10 PERCENT EXCEEDS
163
636
537
50 PERCENT EXCEEDS
49
74
79
90 PERCENT EXCEEDS
32
26
37

e Estimated.
a Maximum gage height, 8.10 ft, Jun 21, 1995.


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Water Resources of Colorado
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