LOCATION.-- Lat 42°24'55", long 87°58'09" (NAD of 1983), in SW1/4SE1/4 sec.32, T.46 N., R.11 E., Lake County, Hydrologic Unit 07120004, on right bank at upstream side of bridge on Hunt Club Road, about 0.5 mi southeast of Old Mill Creek, and at mile 2.9. |
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DRAINAGE AREA.-- 61.0 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1989 to current year. |
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STAGE: Water years 1994 to current year. |
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PARTIAL RECORD: Annual maximum, water years 1962 to 1976. |
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SURFACE-WATER QUALITY |
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MISCELLANEOUS: Contaminants in streambed sediments, water year 2000. |
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REVISED RECORDS.-- WDR IL-77-1: 1962-76(M). WDR IL-91-2: 1990(P). WDR IL-92-2: 1990. |
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GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 668.00 ft above NGVD of 1929 (667.74 ft NAVD 1988). Prior to Oct. 1, 1989, at datum 8.85 ft higher. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 1,160 ft3/s, April 23, 1999, gage height 12.21 ft; maximum gage height, 12.88 ft, present datum, Mar. 6, 1976; minimum discharge, 0.03 ft3/s, Sept. 7, 8, 10, 11, 1991. |
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EXTREMES OUTSIDE PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Flood of March 31, 1960 reached a stage of 3.50 ft, from flood marks, discharge 778 ft3/s. A gage height of 13.73 ft, present datum, discharge unknown, occurred between October 1976 and September 1989, from mark on crest-stage gage. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2004 TO SEPTEMBER 2005 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 0.63 | 3.9 | 23 | 11 | 42 | 90 | 60 | 18 | 20 | 1.3 | 1.8 | 0.59 |
2 | 0.65 | 20 | 22 | 20 | 39 | 80 | 76 | 18 | 18 | 1.4 | 1.8 | 0.50 |
3 | 0.65 | 13 | 19 | 23 | 38 | 74 | 76 | 17 | 17 | 1.4 | 1.7 | 0.53 |
4 | 0.72 | 12 | 16 | 22 | 36 | 71 | 70 | 16 | 17 | 1.6 | 1.7 | 0.57 |
5 | 0.73 | 13 | 16 | 21 | 39 | 75 | 65 | 15 | 22 | 2.0 | 1.6 | 0.58 |
6 | 0.73 | 9.0 | 21 | e18 | 56 | 90 | 62 | 15 | 19 | 2.0 | 1.6 | 0.60 |
7 | 0.73 | 7.0 | 65 | e17 | 116 | 129 | 63 | 17 | 16 | 1.8 | 1.7 | 0.66 |
8 | 0.85 | 8.4 | 90 | e16 | 133 | 116 | 57 | 16 | 15 | 1.6 | 1.7 | 0.74 |
9 | 0.96 | 9.5 | 66 | e16 | 112 | 98 | 50 | 15 | 13 | 1.5 | 1.8 | 0.76 |
10 | 1.3 | 7.9 | 58 | e17 | 97 | 89 | 45 | 16 | 12 | 1.4 | 1.8 | 0.76 |
11 | 1.5 | 6.7 | 54 | 24 | 88 | 82 | 41 | 22 | 11 | 1.4 | 2.0 | 0.71 |
12 | 0.89 | 5.6 | 49 | 39 | 83 | 75 | 41 | 28 | 10 | 1.5 | 2.5 | 0.67 |
13 | 0.62 | 4.9 | 43 | 362 | 99 | 67 | 42 | 56 | 9.7 | 1.5 | 1.7 | 0.63 |
14 | 0.67 | 4.2 | 32 | 193 | 301 | 61 | 44 | 47 | 9.0 | 1.4 | 1.6 | 0.69 |
15 | 1.3 | 3.5 | 32 | 150 | 313 | 56 | 44 | 39 | 5.8 | 1.4 | 1.6 | 0.63 |
16 | 1.4 | 3.7 | 30 | 140 | 285 | 54 | 38 | 34 | 3.8 | 1.4 | 1.7 | 0.80 |
17 | 0.28 | 5.5 | 27 | 120 | 229 | 55 | 32 | 30 | 3.3 | 1.4 | 1.8 | 0.69 |
18 | 0.23 | 7.2 | 25 | 107 | 178 | 55 | 31 | 28 | 2.9 | 1.3 | 2.3 | 0.61 |
19 | 0.23 | 12 | 18 | 96 | 152 | 66 | 31 | 35 | 2.5 | 1.3 | 7.0 | 0.70 |
20 | 0.26 | 17 | e14 | 88 | 139 | 74 | 30 | 41 | 2.2 | 1.8 | 12 | 0.55 |
21 | 0.26 | 14 | e12 | 82 | 130 | 72 | 29 | 38 | 2.0 | 1.8 | 9.9 | 0.52 |
22 | 0.24 | 13 | 12 | e78 | 121 | 69 | 28 | 35 | 1.7 | 1.7 | 5.3 | 0.90 |
23 | 4.0 | 11 | e9.8 | e73 | 109 | 66 | 29 | 31 | 1.5 | 1.9 | 3.0 | 2.5 |
24 | 6.6 | 9.9 | e8.6 | e69 | 99 | 63 | 29 | 28 | 1.4 | 1.9 | 1.9 | 2.6 |
25 | 3.1 | 12 | e7.8 | e64 | 93 | 60 | 28 | 24 | 1.4 | 1.7 | 1.3 | 3.3 |
26 | 1.2 | 11 | e7.5 | e62 | 87 | 57 | 26 | 22 | 1.5 | 1.7 | 1.1 | 7.3 |
27 | 0.66 | 15 | 7.3 | 59 | 82 | 55 | 24 | 21 | 1.5 | 1.7 | 0.97 | 6.8 |
28 | 0.52 | 24 | 6.8 | 56 | 90 | 53 | 22 | 22 | 1.4 | 1.6 | 0.68 | 4.8 |
29 | 0.66 | 21 | 6.7 | e53 | --- | 52 | 20 | 25 | 1.4 | 1.7 | 0.62 | 4.4 |
30 | 5.8 | 19 | 6.8 | 50 | --- | 51 | 19 | 25 | 1.4 | 1.7 | 0.61 | 3.6 |
31 | 3.5 | --- | 11 | 46 | --- | 58 | --- | 22 | --- | 1.7 | 0.64 | --- |
TOTAL | 41.87 | 323.9 | 816.3 | 2192 | 3386 | 2213 | 1252 | 816 | 244.4 | 49.5 | 77.42 | 49.69 |
MEAN | 1.35 | 10.8 | 26.3 | 70.7 | 121 | 71.4 | 41.7 | 26.3 | 8.15 | 1.60 | 2.50 | 1.66 |
MAX | 6.6 | 24 | 90 | 362 | 313 | 129 | 76 | 56 | 22 | 2.0 | 12 | 7.3 |
MIN | 0.23 | 3.5 | 6.7 | 11 | 36 | 51 | 19 | 15 | 1.4 | 1.3 | 0.61 | 0.50 |
CFSM | 0.02 | 0.18 | 0.43 | 1.16 | 1.98 | 1.17 | 0.68 | 0.43 | 0.13 | 0.03 | 0.04 | 0.03 |
IN. | 0.03 | 0.20 | 0.50 | 1.34 | 2.07 | 1.35 | 0.76 | 0.50 | 0.15 | 0.03 | 0.05 | 0.03 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1990 - 2005, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 15.3 | 36.2 | 36.0 | 43.1 | 73.0 | 88.5 | 103 | 90.5 | 74.8 | 28.1 | 9.56 | 7.58 |
MAX | 115 | 127 | 106 | 126 | 181 | 157 | 297 | 245 | 266 | 168 | 44.0 | 26.5 |
(WY) | 2002 | 1993 | 1992 | 1993 | 2001 | 1993 | 1993 | 1996 | 2000 | 1993 | 1990 | 2000 |
MIN | 1.35 | 2.66 | 5.81 | 3.50 | 2.37 | 10.1 | 22.8 | 11.9 | 3.45 | 1.00 | 0.55 | 0.43 |
(WY) | 2005 | 2000 | 2003 | 2003 | 2003 | 2003 | 2003 | 1994 | 1992 | 1991 | 1991 | 2003 |
SUMMARY STATISTICS | FOR 2004 CALENDAR YEAR | FOR 2005 WATER YEAR | WATER YEARS 1990 - 2005 | |||
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ANNUAL TOTAL | 21957.25 | 11462.08 | ||||
ANNUAL MEAN | 60.0 | 31.4 | 50.2 | |||
HIGHEST ANNUAL MEAN | 102 | 1993 | ||||
LOWEST ANNUAL MEAN | 15.7 | 2003 | ||||
HIGHEST DAILY MEAN | 712 | May 22 | 362 | Jan 13 | 777 | Apr 23 1999 |
LOWEST DAILY MEAN | 0.23 | Oct 18,19 | 0.23 | Oct 18,19 | 0.03 | Sep 11 1991 |
ANNUAL SEVEN-DAY MINIMUM | 0.41 | Oct 16 | 0.41 | Oct 16 | 0.05 | Sep 5 1991 |
MAXIMUM PEAK FLOW | 436 | Jan 13 | 1160 A | Apr 23 1999 | ||
MAXIMUM PEAK STAGE | 10.45 | Jan 13 | 12.88 B | Mar 6 1976 | ||
INSTANTANEOUS LOW FLOW | 0.23 | Oct 17-19,22,23 | 0.03 | C | ||
ANNUAL RUNOFF (CFSM) | 0.984 | 0.515 | 0.824 | |||
ANNUAL RUNOFF (INCHES) | 13.40 | 6.99 | 11.20 | |||
10 PERCENT EXCEEDS | 172 | 82 | 128 | |||
50 PERCENT EXCEEDS | 15 | 15 | 23 | |||
90 PERCENT EXCEEDS | 1.3 | 0.73 | 1.9 |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |