PLATTE RIVER BASIN

06701550 FOURMILE CREEK ABOVE MOUTH NEAR DECKERS, CO

LOCATION.--Lat 39°13'50", long 105°13'29", in SW14SE14 sec.28, T.9 S., R.70 W., Douglas County, Hydrologic Unit 10190002, on left bank 1.0 mi upstream of mouth, and 2.0 mi south of Deckers.

DRAINAGE AREA.--7.40 mi2

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--May to September 2003 (seasonal records only). For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=06701550

GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 6,740 ft above NGVD of 1929, from topographic map.

REMARKS.--Records poor.

EXTREMES FOR CURRENT YEAR (seasonal only).--Maximum discharge, 934 ft3/s, May 30, gage height, 11.35 ft; minimum daily, 0.27 ft3/s,
Sept. 28.

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	---	---	---	---	---	---	---	e2.4	e2.2	e0.83	e0.70	e1.5
2	---	---	---	---	---	---	---	e2.3	e2.1	e0.83	e0.73	e0.84
3	---	---	---	---	---	---	---	e2.3	e2.0	e0.80	e3.4	e0.72
4	---	---	---	---	---	---	---	e3.1	e1.8	e0.82	e1.0	e0.64
5	---	---	---	---	---	---	---	e2.4	e1.7	e0.81	e0.91	e0.60
6	---	---	---	---	---	---	---	e2.3	e1.5	e0.77	e0.95	e0.59
7	---	---	---	---	---	---	---	e2.4	e1.8	e0.75	12	e0.58
8	---	---	---	---	---	---	---	e2.3	e1.4	e0.73	e1.5	e0.58
9	---	---	---	---	---	---	---	e2.1	e1.3	e0.70	e1.0	e0.56
10	---	---	---	---	---	---	---	e2.9	e1.2	e0.66	e0.81	e0.63
11	---	---	---	---	---	---	---	e2.1	e0.82	e0.63	e1.1	e0.60
12	---	---	---	---	---	---	---	e2.2	e0.79	e0.59	e0.96	e0.62
13	---	---	---	---	---	---	---	e1.9	e0.76	e0.61	e0.91	e0.56
14	---	---	---	---	---	---	---	e1.7	e0.73	e0.56	e0.83	e0.52
15	---	---	---	---	---	---	---	e1.8	e0.73	e0.57	e0.67	e0.52
16	---	---	---	---	---	---	---	e1.9	e0.73	e0.66	e0.79	e0.48
17	---	---	---	---	---	---	---	e2.0	e2.1	e0.61	e0.87	e0.43
18	---	---	---	---	---	---	---	e3.1	12	e0.64	e1.2	e0.44
19	---	---	---	---	---	---	---	e2.2	31	e0.75	e0.90	e0.48
20	---	---	---	---	---	---	---	e2.1	e1.4	e1.0	e0.79	e0.48
21	---	---	---	---	---	---	---	e2.2	e1.1	e0.91	e0.73	e0.50
22	---	---	---	---	---	---	---	e2.1	e0.82	e0.82	e0.68	e0.48
23	---	---	---	---	---	---	---	e2.5	e0.82	e0.77	e0.65	e0.39
24	---	---	---	---	---	---	---	e2.6	e0.75	e0.75	e0.63	e0.39
25	---	---	---	---	---	---	---	e3.3	e0.90	e0.77	e0.63	e0.35
26	---	---	---	---	---	---	---	e3.4	e0.81	e0.73	e0.59	e0.35
27	---	---	---	---	---	---	---	e2.6	e0.72	e0.73	e0.59	e0.31
28	---	---	---	---	---	---	---	e2.2	e0.67	e0.89	e0.59	e0.27
29	---	---	---	---	---	---	---	e2.1	e0.64	e0.84	e0.51	e0.31
30	---	---	---	---	---	---	---	e51	e0.74	e0.82	18	e0.31
31	---	---	---	---	---	---	---	e3.1	---	e0.77	5.5	---
TOTAL	---	---	---	---	---	---	---	122.6	76.03	23.12	61.12	16.03
MEAN	---	---	---	---	---	---	---	3.95	2.53	0.75	1.97	0.53
MAX	---	---	---	---	---	---	---	51	31	1.0	18	1.5
MIN	---	---	---	---	---	---	---	1.7	0.64	0.56	0.51	0.27
AC-FT	---	---	---	---	---	---	---	243	151	46	121	32

e Estimated.