Station list     Available data
ILLINOIS RIVER BASIN


05540195       ST. JOSEPH CREEK AT ROUTE 34 AT LISLE, IL

 

LOCATION.-- Lat 41°48'07", long 88°04'08" (NAD of 1927), in SW1/4SW1/4 sec.2, T.38 N., R.10 E., Du Page County, Hydrologic Unit 07120004, on downstream side of bridge on U.S. Highway 34 (Ogden Avenue) in Lisle, and 0.8 mi upstream from confluence of East Branch Du Page River and at mile 0.8.
 

DRAINAGE AREA.-- 11.1 mi2.
 

PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE
 

DISCHARGE: October 1988 to current year.
 

STAGE: Water years 1994 to current year.

PRECIPITATION: July 1989 to September 1998.
 

GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 660.00 ft above NGVD of 1929.
 

REMARKS.--For precipitation records, snowfall-affected data can result during cold weather when snow fills the rain-gage funnel and then melts as temperatures rise. Snowfall-affected data are subject to appreciable error.
 

EXTREMES FOR PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 1,280 ft3/s, July 18, 1996, gage height, 12.89 ft; no flow at times in most years.

PRECIPITATION: Maximum recorded, 3.95 in., July 17, 1996 but may have been greater during periods of missing record.
 

REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor.
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 0.37 1.4 2.2 1.9   e0.92 10    6.3   3.3   23      0.42 0.00 5.7  
2 0.33 12    2.0 2.3   e0.91 7.0 4.4   1.5   30      0.37 0.00 3.6  
3 4.0   e110    1.9 2.5   e0.91 5.5 3.8   1.3   11      15      9.2   1.9  
4 0.89 272    5.4 2.1   e0.92 36    3.5   1.2   6.4   4.9   21      1.6  
5 0.48 e120    19    e1.7   e0.94 147    2.8   1.0   4.3   2.7   3.9   1.3  
 
6 0.39 16    9.7 e1.6   e0.97 31    1.9   1.0   3.1   18      2.0   1.4  
7 0.69 9.9 6.8 e1.5   e0.94 15    1.9   1.9   2.0   7.2   0.94 1.2  
8 0.47 8.1 5.3 e1.4   e0.92 10    1.6   0.95 1.7   3.2   0.49 0.77
9 0.44 6.7 15    e1.3   e0.86 7.5 1.6   0.93 1.3   11      0.46 0.45
10 0.39 5.3 71    e1.4   e0.84 5.6 1.4   1.2   47      9.4   0.34 0.53
 
11 0.16 4.8 20    e1.4   e0.82 4.8 1.3   1.3   40      7.7   0.11 0.33
12 0.14 4.8 9.7 e1.5   e0.90 3.9 1.2   2.3   139      4.3   0.12 0.51
13 0.39 4.3 6.8 e1.4   e0.92 2.6 1.1   7.5   20      1.9   0.16 0.55
14 27      4.3 5.8 e1.4   e0.90 e7.0 1.0   35      15      1.2   0.16 6.0  
15 7.1   4.8 5.0 e1.4   e0.88 4.0 0.92 9.9   8.4   0.62 0.17 16     
 
16 4.9   5.7 4.8 e1.4   e0.86 4.0 0.86 4.1   6.4   0.55 0.19 15     
17 2.1   5.8 3.6 e1.4   e0.90 5.1 1.7   2.4   4.5   0.30 4.0   5.5  
18 1.4   121    3.0 e1.5   e0.97 7.1 1.0   10      2.6   0.35 1.6   0.16
19 1.7   37    2.5 e1.4   e1.2   5.0 1.0   2.6   2.1   0.14 1.9   0.15
20 1.8   13    2.2 e1.3   e18      11    7.8   2.0   e1.6   0.04 0.28 0.13
 
21 e1.2   8.5 2.1 e1.2   e15      4.8 3.7   5.2   16      1.4   0.11 0.17
22 1.4   6.5 1.9 e1.2   e10      4.1 2.1   22      3.5   1.5   0.03 0.26
23 1.5   27    2.2 e1.1   e12      3.4 1.6   9.1   2.5   0.69 0.01 0.67
24 1.5   20    1.7 e1.0   e11      13    6.4   4.5   3.5   0.01 39      0.25
25 17      9.7 1.7 e1.0   7.2   6.5 15      6.7   1.9   0.01 12      0.40
 
26 3.8   7.3 1.5 e0.98 5.7   29    3.7   2.3   1.5   0.06 19      0.36
27 3.1   5.2 1.4 e0.97 4.9   11    2.2   1.5   1.2   0.05 19      0.45
28 4.7   3.8 5.6 e0.96 3.9   47    1.8   1.2   2.0   0.00 203      0.41
29 4.0   3.0 2.6 e0.94 3.5   47    1.6   1.1   0.81 0.10 39      0.57
30 2.3   2.6 2.1 e0.92 ---      14    3.2   90      0.81 1.5   13      0.52
 
31 1.9   ---    2.0 e0.92 ---      8.8 ---      69      ---      0.28 8.8   ---     

TOTAL 97.54 860.5 226.5 42.99 108.68 517.7 88.38 303.98 403.12 94.89 399.97 66.84
MEAN 3.15 28.7 7.31 1.39 3.75 16.7 2.95 9.81 13.4 3.06 12.9 2.23
MAX 27 272 71 2.5 18 147 15 90 139 18 203 16
MIN 0.14 1.4 1.4 0.92 0.82 2.6 0.86 0.93 0.81 0.00 0.00 0.13
CFSM 0.28 2.58 0.66 0.12 0.34 1.50 0.27 0.88 1.21 0.28 1.16 0.20
IN. 0.33 2.88 0.76 0.14 0.36 1.73 0.30 1.02 1.35 0.32 1.34 0.22
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1989 - 2004, BY WATER YEAR (WY)
MEAN 6.66 10.0 4.95 7.07 9.67 10.7 12.7 13.5 9.62 6.99 6.89 5.39
MAX 29.4 28.7 15.1 22.8 43.2 25.1 30.6 37.7 27.6 28.9 15.5 12.2
(WY) 2002 2004 1993 1999 1997 1990 1999 1990 1993 1996 1997 1992
MIN 1.16 0.84 0.66 0.26 0.19 2.41 2.95 0.67 0.50 0.67 0.97 0.05
(WY) 2000 2000 1990 2003 2003 2000 2004 1994 1992 1991 1991 1995

SUMMARY STATISTICS FOR 2003 CALENDAR YEAR FOR 2004 WATER YEAR WATER YEARS 1989 - 2004
ANNUAL TOTAL 2893.73   3211.09  
ANNUAL MEAN 7.93   8.77   8.67  
HIGHEST ANNUAL MEAN 12.4     1993
LOWEST ANNUAL MEAN 4.79   1994
HIGHEST DAILY MEAN 272            Nov 4 272            Nov 4 638        Feb 21 1997
LOWEST DAILY MEAN 0.00       Jun 23,29 0.00       Jul 28,Aug 1,2 0.00   A
ANNUAL SEVEN-DAY MINIMUM 0.11       Jun 23 0.13       Jul 23 0.00   Aug 19 1992
MAXIMUM PEAK FLOW 533            Aug 28 1280        Jul 18 1996
MAXIMUM PEAK STAGE 9.09       Aug 28 12.89   Jul 18 1996
ANNUAL RUNOFF (CFSM) 0.714 0.790 0.781
ANNUAL RUNOFF (INCHES) 9.70   10.76   10.61  
10 PERCENT EXCEEDS 16        16        18       
50 PERCENT EXCEEDS 1.8     2.1     2.7    
90 PERCENT EXCEEDS 0.18   0.37   0.22  

A - At times in most years.


Table of Contents

Introduction

Station Descriptions

Surface-Water Data

Ground-Water Data

Meteorological Data

Biological Data