Orange County NC Website
Attachment C. <br />OWASA Water Demand Projections <br />Basic Assumptions and Information Sources <br />(The following assumptions and information were used to generate demand projections in <br />March 2005. Modifications will be made, as appropriate, when revised projections are <br />produced in the near future.) <br />I. Water sales to all non-UNC customers were assumed to increase at a constant rate of 0.145 <br />mgd year, which is intermediate between the historic rate (1980-2002) of 0.1907 mgd/year <br />for all OWASA customers and the long-term projected rate of 0.106 mgd/year with passive <br />conservation, assumed in Technical Memorandum 3.3 of the 2001 Comprehensive Water° and <br />Server Master Plan. Staff believes that the 0.145 mgd/year rate reflects a degree of <br />permanent conservation that has occurred during recent years. <br />2. UNC Main Camuus demand assumptions were based on Brown & Caldwell's 2002 UNC <br />Water and Seiner Master Plan, which contains specific Main Campus demand forecasts for <br />2008 and final buildout, for which no fixed date was specified,. OWASA's demand forecasts <br />assumed that Main Campus buildout will occur in 2026, which is the same assumption used <br />in our previous demand forecasts. It should be noted that UNC Main Campus demand <br />projections were subject to a higher degree of uncertainty than other customer classes, due to <br />the intense level of facility construction and rehabilitation either planned or underway, as <br />well as the dynamic nature of the University's development process. <br />3. UNC Carolina North demands were based on building category estimates of the Ayers/Saint <br />Gross Cm•olina North Master Plan and water usage factors of the 2002 Brown & Caldwell <br />UNC Water and Sewer Master Plan. Carolina North water use was assumed to begin in 2008 <br />and to increase by 0.0.37 mgd/year until buildout, which was assumed to be in 2050. <br />However, specific plans for Carolina North remain highly uncertain. Although we anticipate <br />that highly treated wastewater will be reused for non-potable purposes at Carolina North, that <br />assumption has not been applied to current projections; i.e., current projections assume that <br />no reuse will occur Carolina North. <br />4, Projections for non-potable Water Reuse on UNC's Main Campus were based on University <br />staffs best estimates for reclaimed water demands for four individual chiller plants.. The <br />reuse system was assumed to begin operating in FY 2008. The Lesser Reuse projections <br />include currently programmed uses that were expected to reach 0.9 mgd by 2026 and, include <br />only the four existing chiller plants located on the south side of the campus. The More <br />Reuse projections include approximately I.0 mgd of additional demand for other facilities <br />and uses (Cogeneration Plant cooling towers and boiler makeup, new Northeast Chilled <br />Water Plant, new Manning Drive Steam Plant, existing UNC Hospitals chilled water plant, <br />and irrigation of certain athletic fields), but plans and commitments for these have been less <br />definite. (Note: revised reuse forecasts that were provided by the University in September <br />2005 are not reflected in the numbers discussed above.) <br />5. All Raw Water Puuivalent demand forecasts assume an "unbilled" treated water fraction of <br />10 percent; i.e., OWASA pumps and treats 10 percent more raw water from our reservoirs <br />than is accounted for in metered billing records. The raw water projections assume that <br />treatment plant process water at the Jones Ferry Road Water Treatment Plant continues to be <br />fully recycled and not discarded. <br />DWASA -Water and Server Capacity Gnplications oJGrcreased Development Density <br />Page 2/ oJ21 <br />