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<br /> I <br /> I <br /> I assumed that the commercial demands would increase more or less <br /> I uniformly to double that of the 50uthside Center. <br />, <br /> TABLE IV-2 <br /> I M & I WATER SUPPLY REQUIREMENTS <br /> FOR THE SOUTH RIFLE OIVISION <br /> I Estimated Annual Water Requirement Pea k Day <br /> Residential Residential Commercial Combined Combined Demand <br /> Year Population (mg) (mg) (mg) (AF) (mgd) <br /> I 19BO 390 17.79 0 17.79 55 0.13 <br /> 1982 404 18.43 0 18.43 57 0.13 <br /> I 1983 515 23.50 0 23.50 72 0.17 <br /> 1984 636 29.02 6.79 35.81 110 0.26 <br /> I 1985 790 36.04 20.37 56.41 173 0.42 <br /> 1986 922 42.07 33.94 76,01 233 0.58 <br /> I 1987 1,054 48.09 45.26 93.35 286 0.71 <br /> 1988 1,186 54,11 56.58 11 0.69 340 0.85 <br /> I 1989 1,318 60.13 56.58 116.71 358 0.89 <br /> 1990 1,450 66.15 56.58 122.73 377 0.94 <br /> I 1995 2,150 100.05 56.58 156.63 481 1.18 <br /> 2000 2,900 134.96 75.43 210.39 646 1. 58 <br />I I 2005 3,550 168.45 75.43 243.88 748 1.82 <br />2010 4,050 192,17 94.29 286.46 879 2.14 <br /> I 2015 4,450 215,21 94.29 309.50 950 2,31 <br /> 2020 4,700 227.30 113.15 340,45 1,045 2.55 <br /> I 2025 4,800 233.28 113,15 346.43 1,063 2,59 <br /> I The demand rate for municipal, commercial, and light industrial <br /> water supplies varies with the combination of uses, the seasons <br /> and the time of day, <br /> I <br /> I <br /> I IV-2 <br />