Observed and urbanization-adjusted annual maximum peak discharge and associated urban fraction and precipitation values at USGS streamgage:
04087250 PIKE CREEK NEAR KENOSHA, WI
| Water year | Segment | Discharge code | Cumulative reservoir storage (acre-feet) | Urban fraction | Precipitation (inches) | Observed peak discharge (ft3/s) | Adjusted peak discharge (ft3/s) | Exceedance probability |
| 1960 | 1 | -- | 0 | 0.074 | 0.670 | 170 | 233 | 0.089 |
| 1961 | 1 | -- | 0 | 0.076 | 0.411 | 65 | 99 | 0.652 |
| 1962 | 1 | -- | 0 | 0.079 | 0.003 | 85 | 125 | 0.468 |
| 1963 | 1 | -- | 0 | 0.081 | 1.536 | 43 | 70 | 0.838 |
| 1964 | 1 | -- | 0 | 0.083 | 1.886 | 20 | 38 | 0.961 |
| 1965 | 1 | -- | 0 | 0.086 | 0.101 | 55 | 86 | 0.749 |
| 1966 | 1 | -- | 0 | 0.088 | 1.202 | 210 | 280 | 0.050 |
| 1967 | 1 | -- | 0 | 0.090 | 1.357 | 42 | 68 | 0.849 |
| 1968 | 1 | -- | 0 | 0.093 | 1.339 | 40 | 65 | 0.865 |
| 1969 | 1 | -- | 0 | 0.095 | 1.054 | 85 | 123 | 0.481 |
| 1970 | 1 | -- | 0 | 0.097 | 1.521 | 75 | 110 | 0.579 |
| 1971 | 1 | -- | 0 | 0.101 | 0.497 | 85 | 122 | 0.486 |
| 1972 | 1 | -- | 0 | 0.104 | 1.105 | 110 | 153 | 0.312 |
| 1973 | 1 | -- | 0 | 0.108 | 1.553 | 90 | 128 | 0.450 |
| 1974 | 1 | -- | 0 | 0.111 | 0.536 | 95 | 134 | 0.413 |
| 1975 | 1 | -- | 0 | 0.114 | 0.855 | 40 | 64 | 0.875 |
| 1976 | 1 | -- | 0 | 0.118 | 1.200 | 180 | 237 | 0.084 |
| 1977 | 1 | -- | 0 | 0.121 | 0.930 | 30 | 50 | 0.930 |
| 1978 | 1 | -- | 0 | 0.124 | 0.949 | 220 | 284 | 0.048 |
| 1979 | 1 | -- | 0 | 0.128 | 0.319 | 145 | 191 | 0.169 |
| 1980 | 1 | -- | 0 | 0.131 | 0.601 | 50 | 75 | 0.811 |
| 1981 | 1 | -- | 0 | 0.137 | 0.749 | 40 | 62 | 0.882 |
| 1982 | 1 | -- | 0 | 0.143 | 0.112 | 120 | 159 | 0.280 |
| 1983 | 1 | -- | 0 | 0.149 | 1.442 | 140 | 181 | 0.192 |
| 1984 | 1 | -- | 0 | 0.155 | 0.474 | 65 | 91 | 0.707 |
| 1985 | 1 | -- | 0 | 0.162 | 0.715 | 100 | 133 | 0.416 |
| 1986 | 1 | -- | 0 | 0.168 | 0.869 | 170 | 215 | 0.118 |
| 1987 | 1 | -- | 0 | 0.174 | 0.794 | 85 | 114 | 0.549 |
| 1988 | 1 | -- | 0 | 0.180 | 0.010 | 90 | 119 | 0.510 |
| 1989 | 1 | -- | 0 | 0.186 | 0.619 | 20 | 32 | 0.975 |
| 1990 | 1 | -- | 0 | 0.192 | 1.243 | 100 | 129 | 0.441 |
| 1991 | 1 | -- | 0 | 0.211 | 0.985 | 100 | 127 | 0.457 |
| 1992 | 1 | -- | 0 | 0.230 | 0.702 | 60 | 78 | 0.791 |
| 1993 | 1 | -- | 0 | 0.249 | 0.840 | 140 | 166 | 0.247 |
| 1994 | 1 | 2 | 0 | 0.268 | 0.647 | 100 | 120 | 0.505 |
| 1995 | 1 | -- | 0 | 0.287 | 0.996 | 128 | 148 | 0.334 |
| 1996 | 1 | -- | 0 | 0.306 | 0.795 | 174 | 195 | 0.162 |
| 1997 | 1 | -- | 0 | 0.325 | 1.734 | 129 | 144 | 0.357 |
| 1998 | 1 | -- | 0 | 0.343 | 1.370 | 121 | 133 | 0.422 |
| 1999 | 1 | -- | 0 | 0.362 | 1.140 | 174 | 185 | 0.185 |
| 2000 | 1 | -- | 0 | 0.381 | 3.840 | 235 | 245 | 0.075 |
| 2001 | 1 | -- | 0 | 0.386 | 0.620 | 118 | 124 | 0.479 |
| 2002 | 1 | -- | 0 | 0.391 | 2.000 | 111 | 116 | 0.533 |
| 2003 | 1 | -- | 0 | 0.395 | 0.330 | 33 | 35 | 0.968 |
| 2004 | 1 | 2 | 0 | 0.400 | 1.990 | 127 | 131 | 0.433 |
| 2005 | 1 | -- | 0 | 0.404 | 0.560 | 78 | 80 | 0.778 |
| 2006 | 1 | -- | 0 | 0.409 | 1.050 | 104 | 106 | 0.603 |
| 2007 | 1 | -- | 0 | 0.414 | 2.730 | 190 | 192 | 0.168 |
| 2008 | 1 | -- | 0 | 0.418 | 2.310 | 156 | 157 | 0.285 |
| 2009 | 1 | -- | 0 | 0.423 | 0.950 | 179 | 180 | 0.198 |