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<br />CDM <br /> <br /> 3000 <br /> 2500 <br />~ 2000 <br />>- <br />0.. 1500 <br />CL <br />::::J <br />U) <br />Q3 1000 <br />ro <br />s <br /> 500 <br /> 0 <br /> <br />R charge <br /> <br />~ ~ ~ ~ ~ ~ ~ m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br /> <br /> <br />Wet Year <br /> <br />Normal Year <br /> <br />Dry Year <br /> <br />o Surface Water 0 Reuse for Golf Course. Groundwater <br /> <br />Section 4 <br />Proposed Facilities <br /> <br />Demand <br />~ Golf <br /> <br />, <br /> <br />Demand <br />without Golf <br />Course <br /> <br />Figure 4-3 <br />Conjunctive Use and Projected Water Supply <br /> <br />Cost Forecasts <br /> <br />Present value costs per gallon for the pumping of groundwater are shown in <br />Table 4-3. Surface water supplies will likely be more expensive than groundwater <br />given that large upfront capital costs are needed. However, as previously noted, the <br />cost of groundwater will significantly increase once groundwater levels decline to the <br />point when additional wells need to be drilled and pumping costs increase. Studies <br />have indicated that this will happen if the South Metro area continues to pump at <br />current rates. The timing on when this will occur can not be accurately determined. <br /> <br />O:\Castle_Pines_North\Conservation Plan\Drafts Submitted For Review\Final Conservation Plan.doc <br /> <br />4-8 <br />