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5.3. BASR 08-12-2008
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5.3. BASR 08-12-2008
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8/13/2008 8:58:46 AM
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City Government
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8/12/2008
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Sheet2 <br />Chart #1 <br />Elk River Municipal Utilities Peak Day Pumpage <br />25000 <br />~0 20000 <br />(9 <br />0 <br />°0 15000 <br />._ <br />~ 10000 <br />Q. <br />~ 5000 <br />a <br />0 <br />Current DNR Maximum: <br />Daily Pumping Leve Maximum <br />Well Capacity ._~,_.__.f- <br />Minimum <br />~"_" _ Probable <br />....~ <br />O~ <br />° OO 0~ p1 OO O~ OO O~ O~ OO ~~ ^"~ ~h ~1 <br />~ <br />~ ,~°~ ,~°~ ^O ~O ~O ~O ~O ~O ~O ~O ~O ~O ~O <br /> Year <br />This graph reflects the peak day system usages the water production facilities must satisfy. Growth of the peak <br />day demand dictates when additional water wells, filter plants,and water towers must be added to the system. <br />Pumpage projections in the above graph are a function of both weather and growth. <br />Elk River Municipal Utilities Annual Water Production <br />3000 <br />2500 <br />2000 <br />~ 1500 <br />c <br />0 <br />1000 <br />500 <br />0 <br />Current DNR Annual Withdi <br />Limit is 1,600,000,000. Gal.' <br />Maximum <br />Minimum <br />Probable <br />0~ <br />° 0p 0~ O~ OO O~ OO O~ O~ O°~ ~'` ~"~ ~h ~1 <br />~ <br />~ ~O ~°~ ~O ~O ~O ~O ~O ~O ~O ~O ~O ~O ~O <br /> Year <br />ElecWaterProj1 Page 1 <br />
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