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Below is a comparison table of Douglas County river flood levels for various years since 1950:

STATION NAME

FLOOD
STAGE
1950
10/29-30
1955
12/22
1961
2/10
1961
11/23
1964
12/22-23
1965
12/28
1971
1/17-18
1974
1/15
1981
12/6
1983
2/17-18
1996
11/18-19
1996
12/7-8
1998
11/21-22
2005 12/30-31
South Umpqua River @ Tiller 18.0' 22.35' 20.85'   16.53' 25.72'   18.46' 18.36' 18.37' 16.80' 22.17' 17.08' 15.87' 18.40'
South Umpqua River nr. Riddle 19.0'                     19.00' 20.09' 15.18' 20.38'
South Umpqua River @ Winston 26.0' 32.4' 31.55'   25.50' 34.28'   30.62' 32.64' 28.74' 30.32' 24.63' 28.46' 18.18' 26.63'
South Umpqua River @ Roseburg 22.0   29.20'     34.05'   27.83' 30.50' 24.90' 27.70' 22.09' 26.29' 17.54' 23.80'
Deer Creek nr. Roseburg 10.0' 13.38' 13.67'   12.45' 11.88' 14.76' 13.43' 12.73' 15.39' 14.29' 14.35' 13.96' 12.76' 13.68'
13.44'
Cow Creek Blw. McCullough Creek nr. Glendale 12.0'                     7.68' 14.56' 7.39' 12.85'
Cow Creek nr. Azalea 10.0' 14.37' 12.76'   9.13' 15.63'   11.80' 16.40' 14.94' 14.78'        
Cow Creek nr. Riddle 22.0' 28.50' 27.35'   17.57' 27.67'   25.01' 28.17' 24.42' 26.79' 15.75' 22.45' 12.90' 20.42'
Steamboat Creek nr. Glide 10.0'   17.96'   14.61' 25.60'   16.66' 12.23' 16.74' 12.27' 19.54' 11.78' 14.28' 17.76'
North Umpqua blw. Steamboat nr. Glide 20.0'               16.92' 24.30' 18.06' 28.93' 17.91' 20.85' 25.65'
North Umpqua nr. Winchester 26.0'   29.14'   24.70' 34.20'   26.39' 23.36' 25.25' 20.89' 27.60' 20.61' 20.18' 23.25'
North Umpqua @ Winchester Dam 18.0'   19.80'     24.20'   18.20' 15.70' 18.70' 16.30' 21.30' 16.20' 17.05'  
Calapooya Creek nr. Oakland 14.0'   20.47'   21.55' 20.72'   18.60' 18.72' 20.83' 19.16' 21.62' 18.42'   19.06'
Umpqua River nr. Elkton 33.0' 44.20' 46.00'   40.10' 51.95'   43.63' 44.20' 39.18' 37.53' 38.41' 39.42' 31.29' 39.59'
Elk Creek nr. Drain 16.0'   19.06' 23.70' 20.26' 19.48'   14.24' 18.76' 21.97' 17.50' 22.74' 15.40' 11.71' 17.46'
Lookingglass Creek 18.0'   24.93'   19.51' 25.28'   17.59' 14.28' 17.71' 17.93'   15.72'