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<br />I <br />I <br />II <br />I <br />II <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br /> <br />II <br /> <br />TABLE 4.3 <br />HISTORICAL AND AJTURE MAXIMUM DAILY DEMANDS <br /> <br />YEAR <br /> <br />INCHES OF <br />PRECIPITATION <br />APRIL 1 TO <br />SEPTEMBER 30 <br /> <br />MAXIMUM DAILY USE <br />(MGD) <br /> <br />1971 <br />1972 <br />1913 <br />1974 <br />1975 <br />1976 <br />19n <br />1978 <br />1979 <br />1980 <br />1981 <br />1982 <br />1983 <br />1984 <br />1985 <br />1986 <br />1987 <br />1988 <br />1989 <br />1990 <br />1995 <br />2000 <br />2005 <br />2010 <br />2015 <br /> <br />10.37 <br />8.07 <br />8.69 <br />9.21 <br />12,98 <br />9,88 <br />8.49 <br />10.39 <br />11.07 <br />7.41 <br />11.27 <br />11.27 <br />15.19 <br />8.94 <br />8,52 <br />6.76 <br />8.48 <br />8.76 <br />12.69 <br /> <br />31.6 <br />32,0 <br />33,5 <br />34,8 <br />37,6 <br />39,3 <br />35,8 <br />41,0 <br />44,2 <br />47.4 <br />40,0 <br />44,2 <br />41.4 <br />43.3 <br />43.4 <br />41,8 <br />46,8 <br />45,7 <br />45.7 <br />49,0 <br />46,9 <br />63.1 <br />69,1 <br />75,6 <br />83,0 <br /> <br />Maximum day demands are required for water treatment facility design. The projected daily <br />demands from 1990 to 2015 are calculated by multiplying the projected average annual daily <br />demand by a peaking factor of 2.4. This is the average peaking factor over the last 15 years <br />for the City of Greeley water systern The maximum daily demand projected for the year 2015 <br />is 83,0 mgd including the demand factors for 1985-1989 only changes it to 2,33, an insignificant <br />difference, <br /> <br />4-4 <br />