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25 <br />20 <br />v <br />rn i <br />915 <br />a <br />910 <br />E <br />5 �- <br />p <br />Centerville Circle Columbus Hugo Lexington Lino Joint <br />Pines Lakes System <br />Required Firm Capacity K Excess Firm Capacity <br />Figure 5.3 Required and excess firm well capacity for 2013 systems <br />Since there are no known major water users planning to relocate to the six -city region at this time, <br />future demand growth is based on population forecasts and historical per capita water use. The <br />population is expected to increase 50% by 2030 which is likely to have a large impact on demand. <br />Figure 5.4 and Table 5.3 show projected average and peak day demand for the six -city region through <br />2030. It should be noted that that the major increases in demand are expected to come from <br />development in Hugo and Lino Lakes. To arrive at peak day demand the average day demand was <br />multiplied by the peaking factor of 3.6 from Table D2.1 (Appendix D). The 2030 Average Day Demand <br />is 6.8 mgd and the 2030 Peak Day is 25 mgd. Figure 5.4 shows that the existing firm well capacity is <br />almost enough to meet demand needs through 2030. <br />Joint Water Utility Feasibility Study 18 <br />