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USGS
Water Resources of Colorado


ARKANSAS RIVER BASIN

07103990 COTTONWOOD CREEK AT MOUTH AT PIKEVIEW, CO-Continued

WATER-QUALITY RECORDS

PERIOD OF RECORD.--April 1998 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07103990

PERIOD OF DAILY RECORD.--

SUSPENDED SEDIMENT: April 1998 to current year (seasonal records only).

INSTRUMENTATION.--Pumping sediment sampler with satellite telemetry.

EXTREMES FOR PERIOD OF DAILY RECORD.--

SEDIMENT CONCENTRATION (seasonal only): Maximum daily mean, 7,870 mg/L, May 25, 1999; minimum daily mean, 96 mg/L, Oct. 2, 2001.

SUSPENDED-SEDIMENT DISCHARGE (seasonal only): Maximum daily, 13,500 tons (estimated), April 30, 1999; minimum daily, 0.59 ton (estimated), Oct. 11, 2002.

EXTREMES FOR CURRENT YEAR.--

SEDIMENT CONCENTRATION (seasonal only): Maximum daily mean, 3,390 mg/L, July 28; minimum daily mean, 134 mg/L, Oct. 7.

SUSPENDED-SEDIMENT DISCHARGE (seasonal only): Maximum daily, 1,900 tons, June 17; minimum daily, 0.59 ton (estimated), Oct. 11.

WATER-QUALITY DATA, WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Date
Time
Instan-
taneous
dis-
charge,
cfs
(00061)
Dis-
solved
oxygen,
mg/L
(00300)
pH,
water,
unfltrd
field,
std
units
(00400)
Specif.
conduc-
tance,
wat unf
uS/cm
25 degC
(00095)
Temper-
ature,
water,
deg C
(00010)
Ammonia
water,
fltrd,
mg/L
as N
(00608)
Nitrite
+
nitrate
water
fltrd,
mg/L
as N
(00631)
Ortho-
phos-
phate,
water,
fltrd,
mg/L
as P
(00671)
Phos-
phorus,
water,
unfltrd
mg/L
(00665)
E coli,
modif.
m-TEC,
water,
col/
100 mL
(90902)
E coli,
m-TEC
MF,
water,
col/
100 mL
(31633)
Fecal
coli-
form,
M-FC
0.7u MF
col/
100 mL
(31625)
NOV
06...
1030
e3.6
10.4
8.4
737
5.0
E.009
5.11
E.01
0.12
--
E44
50
JUN
24...
0915
6.6
7.3
8.3
786
18.0
E.022
4.14
0.03
0.23
E620
--
E640

WATER-QUALITY DATA, WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Date
Sus-
pended
sedi-
ment
concen-
tration
mg/L
(80154)
Sus-
pended
sedi-
ment
load,
tons/d
(80155)
NOV
06...
376
E3.7
JUN
24...
490
8.7

E -- Estimated laboratory analysis value.
e -- Estimated.

WATER-QUALITY DATA DURING STORMWATER-RUNOFF SAMPLING,
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Date
Time
Instan-
taneous
dis-
charge,
cfs
(00061)
Dis-
solved
oxygen,
mg/L
(00300)
pH,
water,
unfltrd
field,
std
units
(00400)
Specif.
conduc-
tance,
wat unf
uS/cm
25 degC
(00095)
Temper-
ature,
water,
deg C
(00010)
Ammonia
water,
fltrd,
mg/L
as N
(00608)
Nitrite
+
nitrate
water
fltrd,
mg/L
as N
(00631)
Ortho-
phos-
phate,
water,
fltrd,
mg/L
as P
(00671)
Phos-
phorus,
water,
unfltrd
mg/L
(00665)
E coli,
modif.
m-TEC,
water,
col/
100 mL
(90902)
Fecal
coli-
form,
M-FC
0.7u MF
col/
100 mL
(31625)
Sus-
pended
sedi-
ment
concen-
tration
mg/L
(80154)
JUN
12...
1815
47
7.9
8.1
354
16.0
0.210
1.81
0.06
1.98
7,400
E15000
4,090

WATER-QUALITY DATA DURING STORMWATER-RUNOFF SAMPLING,
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Date
Sus-
pended
sedi-
ment
load,
tons/d
(80155)
JUN
12...
519

E -- Estimated laboratory analysis value.

WATER-QUALITY DATA DURING MICROBIOLOGICAL SAMPLING,
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Date
Time
Instan-
taneous
dis-
charge,
cfs
(00061)
Specif.
conduc-
tance,
wat unf
uS/cm
25 degC
(00095)
Temper-
ature,
water,
deg C
(00010)
E coli,
modif.
m-TEC,
water,
col/
100 mL
(90902)
Fecal
coli-
form,
M-FC
0.7u MF
col/
100 mL
(31625)
JUN
25...
1110
4.0
717
21.0
E140
230

E -- Estimated laboratory analysis value.

MISCELLANEOUS FIELD AND SUSPENDED-SEDIMENT DISCHARGE DATA,
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Date
Time
Instan-
taneous
dis-
charge,
cfs
(00061)
Specif.
conduc-
tance,
wat unf
lab,
uS/cm
25 degC
(90095)
Specif.
conduc-
tance,
wat unf
uS/cm
25 degC
(00095)
Temper-
ature,
water,
deg C
(00010)
Sus-
pended
sedi-
ment
concen-
tration
mg/L
(80154)
Sus-
pended
sedi-
ment
load,
tons/d
(80155)
OCT
10...
0800
4.2
--
730
6.5
175
2.0
24...
1000
7.3
--
724
3.0
141
2.8
NOV
05...
1145
3.6
--
759
6.5
387
3.8
06...
1030
e3.6
--
737
5.0
376
e3.7
MAR
31...
1400
3.9
--
729
20.5
427
4.5
APR
08...
1230
3.5
--
702
16.0
--
--
08...
1245
4.2
--
702
16.0
466
5.3
21...
1200
2.7
--
691
15.5
720
5.2
24...
1530
33
--
294
16.0
1,870
167
MAY
12...
1015
3.7
--
714
15.5
222
2.2
12...
1145
4.2
--
712
20.5
232
2.6
30...
0930
3.7
--
667
20.0
369
3.7
JUN
02...
1300
2.7
--
659
25.5
294
2.1
12...
1245
3.7
--
716
19.5
170
1.7
12...
1815
47
--
354
16.0
4,090
519
18...
1815
7.2
--
604
--
619
12
24...
0915
6.6
--
786
18.0
490
8.7
25...
1130
4.2
--
757
22.0
571
6.5
30...
1215
4.2
--
719
--
268
3.0
JUL
01...
1245
2.7
--
638
--
316
2.3
08...
1030
3.7
696
--
23.0
526
5.3
18...
1400
3.2
--
703
--
255
2.2
AUG
01...
1315
3.7
728
--
--
235
2.3
11...
1230
2.7
700
--
--
191
1.4
25...
1130
4.8
690
--
--
289
3.7
29...
1430
203
198
--
--
4,270
2,340
29...
1500
124
278
--
--
3,350
1,120
SEP
02...
1600
5.3
759
--
--
259
3.7
09...
1130
4.8
734
--
--
235
3.0
17...
1415
4.2
732
--
--
313
3.5

e -- Estimated.

SEDIMENT DISCHARGE, SUSPENDED (TONS/DAY) 
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
Day
Mean
discharge
(cfs)
Mean
concen-
tration
(mg/l)
Load
(tons/
day)
Mean
discharge
(cfs)
Mean
concen-
tration
(mg/l)
Load
(tons/
day)
Mean
discharge
(cfs)
Mean
concen-
tration
(mg/l)
Load
(tons/
day)
             OCTOBER                          NOVEMBER                          DECEMBER
1

6.8

---

e10.0

3.7

---

---

5.2

---

---

2

9.9

---

e18.0

10

---

---

4.9

---

---

3

4.6

---

e2.4

4.6

---

---

5.9

---

---

4

4.4

173

2.1

3.3

---

---

5.3

---

---

5

3.9

---

e1.7

3.4

---

---

5.2

---

---

6

4.0

---

e1.5

e3.0

---

---

e5.0

---

---

7

3.9

134

1.4

e3.0

---

---

e4.5

---

---

8

4.1

---

e1.6

e3.0

---

---

e4.0

---

---

9

4.4

---

e1.9

e3.0

---

---

e4.0

---

---

10

3.8

157

1.6

e4.0

---

---

e3.5

---

---

11

e3.8

---

e0.59

e4.0

---

---

e3.0

---

---

12

3.6

163

1.6

e4.0

---

---

e3.0

---

---

13

4.1

197

2.2

e3.0

---

---

e3.5

---

---

14

3.8

---

e2.0

e3.0

---

---

e4.0

---

---

15

3.1

---

e1.6

e3.0

---

---

4.5

---

---

16

4.4

---

e2.2

e3.0

---

---

3.5

---

---

17

4.9

---

e2.4

e3.0

---

---

4.7

---

---

18

3.3

---

e1.6

e3.0

---

---

4.9

---

---

19

3.2

---

e1.4

e3.0

---

---

e5.0

---

---

20

2.8

---

e1.2

e3.0

---

---

e4.5

---

---

21

2.6

---

e1.1

e4.0

---

---

e4.0

---

---

22

3.6

---

e1.5

e4.0

---

---

e4.0

---

---

23

3.7

---

e1.4

e4.0

---

---

e4.0

---

---

24

5.3

141

2.0

e4.0

---

---

e4.0

---

---

25

4.2

---

e1.6

e5.0

---

---

e4.0

---

---

26

15

---

e40.0

e5.0

---

---

e4.0

---

---

27

12

---

e30.0

e5.0

---

---

e4.5

---

---

28

3.0

270

2.2

e5.0

---

---

e4.5

---

---

29

e3.0

---

e1.3

4.7

---

---

e4.5

---

---

30

4.7

---

e2.9

4.1

---

---

e4.5

---

---

31

3.8

---

e2.3

---

---

---

e4.0

---

---

TOTAL

147.7

---

145.29

117.8

---

---

134.1

---

---

JANUARY
FEBRUARY
MARCH
1

e3.5

---

---

e3.0

---

---

e4.0

---

---

2

e3.0

---

---

e3.5

---

---

e5.0

---

---

3

e3.0

---

---

e3.5

---

---

e3.0

---

---

4

e4.0

---

---

e3.0

---

---

3.5

---

---

5

e4.0

---

---

e3.0

---

---

e3.0

---

---

6

e5.0

---

---

4.0

---

---

e3.0

---

---

7

e5.0

---

---

3.4

---

---

e2.5

---

---

8

e5.5

---

---

e3.0

---

---

e5.5

---

---

9

6.1

---

---

e3.0

---

---

2.4

---

---

10

4.9

---

---

e3.0

---

---

3.6

---

---

11

e4.0

---

---

e3.0

---

---

3.9

---

---

12

4.5

---

---

e4.0

---

---

4.1

---

---

13

e5.0

---

---

e5.0

---

---

4.3

---

---

14

e5.0

---

---

4.7

---

---

5.3

---

---

15

e5.0

---

---

5.7

---

---

4.5

---

---

16

e5.0

---

---

4.5

---

---

4.4

---

---

17

e4.0

---

---

4.7

---

---

9.7

---

---

18

e4.0

---

---

5.3

---

---

15

---

---

19

e4.0

---

---

13

---

---

8.9

---

---

20

3.7

---

---

6.5

---

---

32

---

---

21

3.9

---

---

4.1

---

---

14

---

---

22

3.7

---

---

4.6

---

---

12

---

---

23

e6.0

---

---

5.3

---

---

11

---

---

24

5.0

---

---

e4.5

---

---

22

---

---

25

6.1

---

---

e4.0

---

---

12

---

---

26

5.6

---

---

e4.0

---

---

7.1

---

---

27

4.3

---

---

e4.0

---

---

6.2

---

---

28

5.5

---

---

e4.0

---

---

5.2

---

---

29

e4.0

---

---

---

---

---

5.3

---

---

30

e3.5

---

---

---

---

---

5.4

---

---

31

e3.0

---

---

---

---

---

5.8

---

---

TOTAL

138.8

---

---

123.3

---

---

233.6

---

---

APRIL
MAY
JUNE
1

4.9

---

e5.5

3.2

---

e2.3

16

1,470

235

2

4.6

---

e5.2

3.3

---

e2.4

2.7

334

2.5

3

3.8

---

e4.4

2.9

---

e2.0

2.6

---

e2.1

4

4.1

---

e4.7

4.1

---

e6.6

15

1,070

198

5

11

---

e29

2.2

---

e1.6

21

---

e125

6

8.4

---

e20

2.8

---

e1.9

3.0

---

e2.6

7

3.0

---

e4.0

2.6

---

e1.8

8.3

---

e20

8

3.5

454

4.3

2.6

---

e1.8

4.2

---

e3.1

9

3.1

---

e3.5

3.1

---

e3.3

6.3

---

e13

10

3.2

434

3.8

7.1

677

24

3.7

---

e2.6

11

3.3

491

4.4

2.8

---

e1.8

4.3

---

e2.4

12

2.9

374

2.9

2.4

227

1.5

8.6

731

53

13

3.3

284

2.6

2.4

211

1.3

6.9

---

e13

14

3.0

---

e2.1

e2.0

---

e0.99

5.3

---

e6.0

15

4.3

376

6.9

4.9

540

25

5.7

---

e6.0

16

3.6

---

e7.9

3.4

---

e6.2

5.9

370

5.9

17

3.0

---

e5.5

2.5

---

e2.7

53

2,850

1,900

18

e3.5

---

e2.4

2.4

325

2.1

7.9

878

20

19

4.6

---

e7.9

2.5

---

e1.9

33

---

e564

20

4.2

647

7.3

2.3

---

e1.8

10

---

e34

21

3.4

710

6.6

2.0

---

e1.4

6.5

---

e10

22

15

1,380

124

3.5

---

e2.5

6.0

---

e8.5

23

21

1,900

164

8.0

---

e26

5.7

---

e7.7

24

29

1,840

168

2.3

---

e2.1

5.3

---

e7.2

25

3.5

---

e5.9

3.5

---

e2.9

6.9

565

11

26

3.1

---

e3.0

4.6

---

e6.1

15

---

e81

27

3.2

---

e2.6

2.8

---

e2.8

2.5

---

e2.2

28

3.9

---

e3.1

2.5

---

e2.1

3.0

---

e3.2

29

3.4

---

e2.7

6.7

---

e26

3.2

---

e3.1

30

2.5

---

e1.9

3.4

380

3.4

3.3

281

2.5

31

---

---

---

3.8

336

3.5

---

---

---

TOTAL

173.3

---

616.1

104.6

---

171.79

280.8

---

3,344.6

JULY
AUGUST
SEPTEMBER
1

3.0

305

2.5

3.1

240

2.0

7.8

---

e6.8

2

2.8

286

2.2

4.1

252

2.8

13

635

40

3

2.7

291

2.1

8.5

385

15

18

---

e65

4

2.5

---

e2.6

9.9

426

22

4.1

---

e3.6

5

2.7

540

4.0

3.0

---

e1.6

3.7

---

e2.5

6

3.4

638

5.8

3.5

151

1.4

12

---

e74

7

2.4

---

e3.8

3.9

---

e1.5

12

---

e35

8

3.2

533

4.6

3.2

---

e1.3

e6.0

---

e4.7

9

2.2

---

e3.3

7.3

486

31

e5.0

---

e3.4

10

2.8

539

4.1

e4.0

---

e1.2

4.0

243

2.7

11

2.6

426

3.0

3.7

287

4.6

4.3

267

3.1

12

3.7

---

e4.6

e4.0

---

e1.1

4.8

---

e4.5

13

3.0

353

2.9

e3.0

---

e0.69

7.7

379

7.9

14

2.9

---

e3.1

e3.0

---

e0.90

7.3

361

7.2

15

3.0

420

3.4

e2.5

---

e1.0

7.1

---

e6.6

16

5.8

604

19

e2.5

---

e1.0

5.2

---

e4.6

17

2.4

476

3.1

e2.5

---

e0.76

4.0

323

3.4

18

2.2

294

1.8

4.6

---

e13

4.2

340

3.9

19

13

672

69

e4.0

---

e1.1

4.6

311

3.8

20

3.9

---

e5.4

e3.0

---

e1.4

3.4

285

2.6

21

2.7

---

e2.2

e3.0

---

e1.2

3.1

---

e2.5

22

4.0

---

e3.3

e3.0

---

e1.2

3.8

---

e3.2

23

4.4

---

e3.7

e3.0

---

e1.2

3.4

312

2.9

24

3.3

---

e2.7

5.0

380

15

3.4

---

e2.6

25

4.2

---

e3.6

4.9

325

4.6

4.3

244

2.8

26

5.2

341

7.5

5.8

220

3.4

3.4

201

1.9

27

13

---

e92

16

1,250

169

3.7

---

e2.1

28

30

3,390

942

4.4

---

e5.5

3.8

301

3.1

29

4.2

---

e6.0

30

1,100

446

4.6

---

e5.7

30

3.3

---

e2.5

36

---

e295

3.7

596

5.8

31

2.8

---

e2.0

53

---

e797

---

---

---

TOTAL

147.3

---

1,217.8

247.4

---

1,844.45

175.4

---

317.9

e Estimated.


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U.S. Geological Survey
Water Resources of Colorado
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