APPLE CREEK BASIN

06349590 HAY CREEK AT DIVIDE AVENUE IN BISMARCK, ND

LOCATION.--Lat 46×49'24", long 100×44'13", in SW14SE14SE14 sec.26, T.139 N., R.80 W., Burleigh County, Hydrologic Unit 10130103, on left downstream side of walkway bridge, 300 ft downstream of Divide Avenue in east Bismarck.

DRAINAGE AREA.--29.9 mi2 (approximately).

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--June 2002 to current year.

GAGE.--Water-stage recorder. Datum of gage is 1,670 ft from topographic map.

REMARKS.--Records poor.

EXTREMES FOR CURRENT YEAR.--Maximum discharge, 252 ft3/s, Aug. 23, gage height, 7.07 ft; no flow for many days.

Discharge, cubic feet per second 

WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004

DAILY MEAN VALUES

DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	---	---	---	---	---	e0.18	e1.4	e1.3	e2.0	e0.90	e0.28	e0.00
2	---	---	---	---	---	e0.27	e0.92	e1.2	e0.80	e5.5	e0.20	e0.00
3	---	---	---	---	---	e0.37	e0.84	e1.2	e1.3	e1.7	e0.10	e0.00
4	---	---	---	---	---	e0.62	e0.64	e0.83	e10	e0.59	e0.06	e1.5
5	---	---	---	---	---	e0.82	e0.84	e0.93	e7.8	e2.6	e0.04	e0.00
6	---	---	---	---	---	e0.98	e1.3	e1.6	e1.1	e1.0	e2.3	e0.00
7	---	---	---	---	---	e2.1	e1.0	e1.5	e0.70	e0.59	e1.5	e0.00
8	---	---	---	---	---	e5.6	e0.84	e2.0	e0.46	e5.6	e0.43	e0.00
9	---	---	---	---	---	e24	e0.64	e2.3	e0.40	e2.0	e0.25	e0.00
10	---	---	---	---	---	e11	e0.84	e1.5	e2.4	e1.5	e0.00	e0.00
11	---	---	---	---	---	e6.1	e0.84	e0.72	e36	e1.4	e0.00	e0.00
12	---	---	---	---	---	e5.2	e0.64	e1.4	e8.5	e35	e0.00	e0.00
13	---	---	---	---	---	e5.0	e0.54	e0.90	e2.0	e6.7	e0.00	e0.00
14	---	---	---	---	---	e4.4	e0.54	e1.2	e1.4	e2.1	e0.00	e0.00
15	---	---	---	---	---	e4.2	e1.0	e0.92	e1.2	e1.7	e0.00	e1.5
16	---	---	---	---	---	e7.5	e1.1	e0.60	e0.80	e1.1	e0.00	e0.36
17	---	---	---	---	---	e13	e1.1	e0.50	e1.3	e0.52	e0.00	e0.00
18	---	---	---	---	---	e9.2	e2.3	e0.50	e1.0	e0.32	e0.00	e0.00
19	---	---	---	---	---	e6.2	e2.1	e1.0	e0.85	e0.20	e0.00	e0.00
20	---	---	---	---	---	e4.8	e7.4	e0.60	e0.75	e0.10	e0.00	e0.00
21	---	---	---	---	---	e3.0	e3.4	e0.40	e0.65	e0.08	e0.00	e0.00
22	---	---	---	---	---	e2.2	e2.7	e3.5	e0.55	e0.06	e0.00	e0.00
23	---	---	---	---	---	e2.8	e2.5	e0.59	e0.46	e0.05	e20	e22
24	---	---	---	---	---	e6.4	e1.4	e2.8	e0.40	e0.18	e74	16
25	---	---	---	---	---	e5.0	e1.2	e1.0	e0.37	e0.10	e10	5.0
26	---	---	---	---	---	e5.6	e1.2	e0.70	e1.4	e0.08	e5.8	2.9
27	---	---	---	---	---	22	e1.4	e0.45	e6.9	e14	e7.6	2.0
28	---	---	---	---	---	8.5	e1.7	e0.30	e1.5	e1.8	e2.7	1.5
29	---	---	---	---	---	e4.4	e1.4	e1.6	e0.67	e0.60	e0.84	1.3
30	---	---	---	---	---	e2.8	e1.4	e0.74	e0.44	e0.50	e0.00	e0.96
31	---	---	---	---	---	e2.0	---	e0.60	---	e0.40	e0.00	---
TOTAL	---	---	---	---	---	176.24	45.12	35.38	94.10	88.97	126.10	55.02
MEAN	---	---	---	---	---	5.69	1.50	1.14	3.14	2.87	4.07	1.83
MAX	---	---	---	---	---	24	7.4	3.5	36	35	74	22
MIN	---	---	---	---	---	0.18	0.54	0.30	0.37	0.05	0.00	0.00
AC-FT	---	---	---	---	---	350	89	70	187	176	250	109
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2002 - 2004, BY WATER YEAR (WY)
MEAN	---	---	---	---	---	4.06	0.87	1.54	1.20	3.83	2.09	1.26
MAX	---	---	---	---	---	5.69	1.50	1.94	3.14	8.57	4.07	1.83
(WY)	---	---	---	---	---	(2004)	(2004)	(2003)	(2004)	(2002)	(2004)	(2004)
MIN	---	---	---	---	---	2.43	0.23	1.14	0.23	0.04	0.00	0.72
(WY)	---	---	---	---	---	(2003)	(2003)	(2004)	(2002)	(2003)	(2003)	(2002)

SUMMARY STATISTICS	WATER YEARS 2002 - 2004
HIGHEST DAILY MEAN	170 Jul 9, 2002
LOWEST DAILY MEAN	0.00 Mar 1, 2003
ANNUAL SEVEN-DAY MINIMUM	0.00 Mar 1, 2003
MAXIMUM PEAK FLOW	252 Aug 23, 2004
MAXIMUM PEAK STAGE	7.07 Aug 23, 2004

e Estimated

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