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e Under the Committed scenario, the Town would be required by the State of N.C. begin o planning eak Und r the expansion of the Water Treatment Plant and Reservoir in FY08, when it reaches P day capacity. • State of N.C. can impose a moratorium on new connections when a system reac0h�s0 level ° within The scenario, the system does not reach the peak day capacity. Under the Committed this 10 -year planning window. • At the end of FY14 the Town is at 54% of its average day capacity. Water Plant to 4.5 mgd capacity and • Under the Committed Customers Only scenario, expanding the the Reservoir to Phase II creates a surplus of 1,491,982 982 gpd. • After expansion in the Committed Customers Only scenario, the peak day drops to 62% and average day to 39 %, thus creating additional capacity. Water Capaci for TotaUFull Development Scenario • The Town would need to start design planning in FY07 (in just 2 '/2 fiscal years) f°orthreshold g the Water Plaiit and Reservoir because the peak day capacity will have exce d d be a80% th s peak day Town • Planning could not be delayed any later than FYO 10s1n I Would likely take that long to design and capacity just three fiscal years down the road (FY ) . build these expansion projects so they could be on -line by the beginning of FY10 (JulyF2009). but this bu P • If the peaking factor dropped from 62.2% to 50% this would free -up 127,950 gp in would only lower the peak day demand from 93% to 90 and reservoir expansions coming on -line in • According to the Full Development model, the plant FY10 would drop the peak day demand to 81 %, but this is still the level the State of N.C. requires planning for future expansion. c the Town could • After the obligation of providing service to all the "committedT to 1, or light industrial space (on serve an additional 4,202 homes or 6,996,727 square feet of office, a peak day) when the expansion of the water plant and reservoir occur. Impact of Waterstone on Hillsborough's Water Capacity Waterstone Total Usa e Gallons Per Day Residential + Non -Resid 282,460 Peaking Factor (62.2 %) 175,690 Water Loss (15.5 %) _........_._.,.J:43:::,g1