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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Although no attempt is made to assign a time frame for ultimate develop- <br />ment, it is believed that most of the growth will occur by the year <br />2000 , with the majority occuring prior to 1990. Table 11-7 is an <br />estimate of future service requirements based on previous growth patterns <br />and current conditions. These projected growth patterns are explained <br />later. <br /> <br />The current and ultimate development figures are listed as follows: <br /> Table II-l Warrior's Mark area <br /> Table II-2 Peak Seven a rea <br /> Table II-3 Silver Shekel area <br /> Table 11-4 Sorgel area <br /> <br />C. WATER DEMAND <br /> <br />Water usage in the Blue River Water District is not typical of most <br />communities or districts of similar size. To accurately assess and <br />estimate per capita water demand in this area, consideration must be <br />made for disproportionally high peak day use caused by high occupancy <br />rates during selected times of the year. <br /> <br />Consideration must also be made for the lack of any commercial or indus- <br />trial demand on the system. For these reasons, standard water demands <br />and design criteria used for "typical" communities do not accurately <br />apply to this area. <br /> <br />It is difficult to accurately estimate the increased demands on the <br />water system caused by a heavy "pillow count" during the peak ski season. <br />Normal average water demand is typically assessed at 100 gallons per day <br /> <br />II-2 <br />