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Section 5 <br />Projected Water Use <br />SWSI as options toward addressing future water needs <br />in each basin, as part of alternatives developed by the <br />SWSI team in conjunction with Basin Roundtable <br />participants. <br />The National Energy Policy Act of 1992 set <br />manufacturing standards for improved water efficiency <br />for toilets, urinals, showerheads, and faucets. These <br />standards became effective in 1994. The standards for <br />commercial fixtures became effective in 1997. These <br />standards affect the types of water-using fixtures <br />available for new construction as well as remodeled or <br />renovated facilities, and result in improved indoor water <br />use efficiency. In addition, some municipalities have <br />ordinances that limit turf or irrigated areas, which reduce <br />outdoor water use. <br />Typically, estimates of Level 1 conservation savings for a <br />given water utility service area, or other planning area, <br />are a function of characteristics of the service area such <br />as the percent of water efficient fixtures present at some <br />base period in time and subsequent new construction <br />and remodeling. <br />The allocation of total water use among various uses <br />may be seasonal. For example, irrigation is expected to <br />be a larger component of total water use in summer <br />months than in winter months. Locations affected by <br />landscaping ordinances may have a greater impact from <br />Level 1 conservation in the summer months, while <br />locations without landscaping ordinances may find the <br />impact of Level 1 conservation to be more noticeable in <br />winter months. <br />The estimation of conservation savings requires an initial <br />baseline forecast of water demand without conservation. <br />The baseline water demand forecast is driven by <br />projections of future demographic growth for the study <br />area and does not account for the effects of future water <br />conservation. Impacts of conservation savings can then <br />be determined from the baseline water demand forecast. <br />Five studies of estimated conservation savings that <br />followed similar methodologies for estimating <br />conservation savings were reviewed in estimating <br />Level 1 conservation savings for SWSI. The average <br />expected percent reduction in baseline water demand <br />from Level 1 conservation savings based on these <br />studies were identified as shown in Table 5-3. <br />~~ <br />Table 5-3 Antici ated Lev~el 1 Conse~rvation Savings b Yy ear <br />~~~ ~~ ~o ~~ <br />Expected Savings 2.5% 5.0% 7.0% 8.5% <br />Increase above 0% 2.5% 4.5% 6.0% <br />2000 <br />Year 2000 water use data were used to develop the <br />SWSI baseline demand forecast. Thus, the SWSI <br />baseline demand forecast is reflective of water <br />conservation (both passive and active) in effect in the <br />year 2000. Conservation adjustments to the SWSI <br />baseline demand forecast should reflect future impacts of <br />conservation. <br />The M&I baseline water demand for each county was <br />adjusted by these percent savings factors to account for <br />the impact of Level 1 conservation savings. The resulting <br />estimate is used as the lowest conservation scenario <br />(Level 1). <br />5.1.1.6 Estimate of M&I CU Rates <br />Water use can be considered both in terms of gross <br />water needs - the total amount of water delivered to a <br />user - and in CU. Both are important considerations in <br />water planning. The difference between gross and CU is <br />the amount that is realized as return flows (i.e., through <br />wastewater treatment plants and lawn watering). CU is <br />generally higher in arid and semi-arid regions such as <br />Colorado, where more water is used for irrigation and <br />lost to evapotranspiration. <br />The Colorado River Return Reconnaissance Study <br />(Boyle 2003) cites the source of its CU rates as the <br />Colorado River DSS Consumptive Uses and Losses <br />Application Report (1999), which details the application <br />of the State of Colorado's CU model (StateCU) (for the <br />Colorado River tributaries and the Rio Grande Basin). <br />This document states that for municipal use the CU <br />ratios for urban (36 percent), rural (36 percent), <br />commercial (35 percent), and public (35 percent) use <br />were obtained from the BOR. Note that the BOR urban <br />and rural CU of 36 percent is used in the BOR Gunnison <br />Basin Study (2001). <br />As part of the Cooperative Agreement regarding <br />endangered species in the Central Platte River in <br />Nebraska, Colorado developed a method for estimating <br />current and future water use. Through this process, a CU <br />rate of 35 percent for M&I uses in the Platte Basin was <br />developed (DNR 1998). It was also noted that while this <br />~~ <br />Sfvtewide Woter Supoly Initiofive <br />~J-6 S:\REPORT\WORD PROCESSING\REPORT\SS 11-7-04.DOC <br />