Station list     Available data
ILLINOIS RIVER BASIN


05536235       DEER CREEK NEAR CHICAGO HEIGHTS, IL

 

LOCATION.-- Lat 41°31'15", long 87°35'25" (NAD of 1927), in SE1/4NW1/4 sec.14, T.35 N., R.14 E., Cook County, Hydrologic Unit 07120003, on left bank at downstream side of bridge on Joe Orr Road, 0.4 mi east of Cottage Grove Avenue, 1.0 mi north of U.S. Highway 30, 1.5 mi northeast of Chicago Heights, and at mile 2.8.
 

DRAINAGE AREA.-- 23.1 mi2.
 

PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE
 

DISCHARGE: May 1948 to current year. Prior to October 1974, records published with those for streams in the St. Lawrence River basin (WSP 1307, 1727, 1911, 2111, WDR IL 1971-74).
 

STAGE: Water years 1994 to current year.
 

REVISED RECORDS.-- WDR IL-75-1: Drainage area.
 

GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 615.95 ft above NGVD of 1929. See WSP 1707 or 1727 for history of changes prior to Aug. 13, 1958.
 

REMARKS.-- Undetermined amount of flow diverted for irrigation upstream from the gage.
 

EXTREMES FOR PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 1,380 ft3/s, July 13, 1957, gage height, 11.75 ft; maximum gage height, 11.79 ft, Nov. 28, 1990, discharge, 809 ft3/s; no flow at times in several years.
 

REMARKS FOR CURRENT YEAR.-- Records fair except those for estimated daily discharges, which are poor.
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 0.99 2.2 e2.8   e3.3   e0.76 e1.4 5.3 28    8.1 2.0 25    23     
2 1.2   2.2 e3.0   e2.7   e0.84 e1.4 6.3 17    7.0 2.4 62    9.9  
3 0.70 2.7 e3.2   e2.2   e1.7   e1.3 7.3 9.6 15    2.4 48    3.5  
4 7.3   3.7 e2.7   e1.9   e2.6   e1.5 42    8.4 9.1 2.0 194    1.3  
5 7.2   3.5 e2.2   e1.7   e1.8   e1.8 73    84    6.7 36    79    1.2  
 
6 0.96 4.3 e1.8   e1.6   e1.2   e2.1 26    40    5.6 18    49    1.3  
7 0.50 4.6 e2.1   e1.4   e0.98 e2.3 20    31    5.6 35    33    1.3  
8 0.19 3.9 e1.8   e1.3   e0.84 e8.0 19    26    5.4 39    26    1.1  
9 0.30 4.1 e1.4   e1.2   e0.76 e18    14    311    5.7 48    20    1.2  
10 0.11 5.9 e1.6   e1.1   e0.70 e17    14    123    4.7 43    16    1.1  
 
11 0.00 5.7 e1.9   e1.1   e0.74 e15    9.7 94    3.6 26    14    0.80
12 0.01 4.8 e1.4   e1.0   e0.79 e22    7.2 57    3.5 e17    13    1.1  
13 0.19 4.5 e1.8   e0.98 e0.84 e30    5.8 37    3.4 e12    11    1.6  
14 0.01 4.6 e1.5   e0.94 e0.77 e23    5.1 26    3.2 e8.0 9.6 5.8  
15 0.07 6.2 e1.2   e0.90 e0.71 e18    4.6 22    2.8 e100    9.5 2.2  
 
16 0.42 6.0 e1.0   e0.85 e0.66 e11    4.3 16    2.5 e34    8.9 1.5  
17 0.28 5.3 e0.90 e0.81 e0.64 e8.5 4.1 12    2.5 33    8.0 1.1  
18 0.03 5.1 16      e0.78 e0.66 e7.6 4.2 10    5.1 79    7.3 1.2  
19 0.27 4.8 18      e0.75 e1.0   9.4 4.5 9.0 6.0 41    7.1 1.3  
20 1.1   4.9 6.9   e0.73 e1.6   19    6.5 12    3.5 27    7.2 1.2  
 
21 0.64 5.8 4.9   e0.70 e2.6   16    6.5 8.9 3.0 448    7.1 1.1  
22 0.67 6.7 4.3   e0.68 e4.4   12    4.9 7.4 2.5 125    7.3 2.0  
23 0.88 6.0 3.7   e0.65 e3.0   9.3 5.1 6.2 2.7 49    7.0 2.0  
24 1.0   5.0 e3.2   e0.64 e2.3   7.5 5.1 5.3 2.4 30    6.3 1.7  
25 1.5   4.7 e2.8   e0.64 e1.9   7.8 4.8 4.3 2.3 21    5.9 1.6  
 
26 2.0   4.6 e2.5   e0.64 e1.7   7.4 5.8 4.5 2.3 16    7.7 2.4  
27 2.4   4.8 e2.3   e0.64 e1.6   5.9 6.6 4.7 2.0 44    7.4 4.4  
28 2.1   e4.2 e2.1   e0.66 e1.5   6.5 7.1 5.6 2.3 54    7.0 1.5  
29 2.1   e3.7 e2.0   e0.67 ---      7.9 6.4 6.2 6.4 32    9.3 1.1  
30 2.0   e3.2 e2.7   e0.69 ---      6.5 15    6.2 2.8 22    7.9 0.76
 
31 2.4   ---    e4.3   e0.72 ---      5.5 ---    8.4 ---    17    8.3 ---     

TOTAL 39.52 137.7 108.00 34.57 39.59 310.6 350.2 1040.7 137.7 1462.8 728.8 81.26
MEAN 1.27 4.59 3.48 1.12 1.41 10.0 11.7 33.6 4.59 47.2 23.5 2.71
MAX 7.3 6.7 18 3.3 4.4 30 73 311 15 448 194 23
MIN 0.00 2.2 0.90 0.64 0.64 1.3 4.1 4.3 2.0 2.0 5.9 0.76
CFSM 0.06 0.20 0.15 0.05 0.06 0.43 0.51 1.45 0.20 2.04 1.02 0.12
IN. 0.06 0.22 0.17 0.06 0.06 0.50 0.56 1.68 0.22 2.36 1.17 0.13
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1948 - 2003, BY WATER YEAR (WY)
MEAN 7.84 14.3 18.2 18.2 26.3 37.5 34.5 24.4 20.1 10.0 7.29 6.95
MAX 55.9 78.3 83.6 74.5 119 167 78.2 79.6 109 57.0 43.1 59.9
(WY) 1955 1991 1983 1993 1997 1979 1999 2002 1993 1996 1968 1993
MIN 0.000 0.25 0.59 0.36 0.51 3.26 3.75 2.15 0.61 0.54 0.63 0.030
(WY) 1957 1957 1957 1984 1978 2000 1963 1988 1988 1988 1956 1956

SUMMARY STATISTICS FOR 2002 CALENDAR YEAR FOR 2003 WATER YEAR WATER YEARS 1948 - 2003
ANNUAL TOTAL 6711.24 4471.44
ANNUAL MEAN 18.4   12.3   18.8      
HIGHEST ANNUAL MEAN 42.8       1993
LOWEST ANNUAL MEAN 5.77     1963
HIGHEST DAILY MEAN 676          May 12 448          Jul 21 860          Jul 13 1957
LOWEST DAILY MEAN 0.00     Oct 11 0.00     Oct 11 0.00     A
ANNUAL SEVEN-DAY MINIMUM 0.10     Oct 9 0.10     Oct 9 0.00     A
MAXIMUM PEAK FLOW 597          Jul 21 1380      B Jul 13 1957
MAXIMUM PEAK STAGE 11.33     Jul 21 11.79 C Nov 28 1990
ANNUAL RUNOFF (CFSM) 0.80 0.53 0.81    
ANNUAL RUNOFF (INCHES) 10.81 7.20 11.06    
10 PERCENT EXCEEDS 35      26      42         
50 PERCENT EXCEEDS 4.6   4.3   5.1      
90 PERCENT EXCEEDS 1.3   0.76 0.99    

A - At times in several years.

B - Gage height, 11.75 ft.

C - Discharge, 809 ft3/s.


Table of Contents

Introduction

Station Descriptions

Surface-Water Data

Ground-Water Data

Meteorological Data

Biological Data