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ITable 4-1
<br /> Potential Surface Storage Sites
<br /> A
<br /> Storage Crest Dam Dam
<br /> Volume Length Height Volume Volume
<br /> 1 Potential Sites (AF) (Feet) (Feet) (CV) Ratio(1) Potential Supply Source(s)
<br /> Previously Identified Sites
<br /> I Ovid Reservoir Ring-Dikes(2)on North Side of River
<br /> 3,98
<br /> Alternative 1 0 15,400 20 748,000 188 Peterson Ditch or wells near Sedgwick
<br /> Alternative 2 5,770 15,400 25 1,328,000 230 Peterson Ditch or wells near Sedgwick
<br /> I Sedgwick Reservoir 2,230 15,000 15 520,000 233 Peterson Ditch or wells near Sedgwick
<br /> Sustainment Project Sites Conventional Sites on South Side of River
<br /> LSP Site A 1,580 1,800 40 320,000 203 Existing ground water wells
<br /> ILSP Site B 1.030 2,600 40 345,000 335 Existing ground water wells
<br /> LSP Site C 1,450 1,700 40 288,000 199 Existing ground water wells
<br /> I Julesburg Enlargement
<br /> Alternative 81 5,300 Enlarge Existing Reservoir
<br /> (3) (3) 437,000 82 Harmony Ditch
<br /> Alternative Cl 10,100 (3) (3) 616,230 61 Harmony Ditch
<br /> IAlternative C2 10,800 (3) (3) 894,000 83 Harmony Ditch
<br /> Alternative C3 21,900 (3) iii 1.700,000 78 Harmony Ditch
<br /> I Potential New Conventional Sites on North Side of River
<br /> Cottonwood Creek 4,000 2,600 60 638,000 160 Pumping from Julesburg Reservoir
<br /> Johnson 10,600 4,300 70 1,200,000 113 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> IHarmony Ditch West 10,000 4,400 50 834,000 83 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> Hawk Springs(Duck Cr.) 3,500 2,300 50 307,000 88 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> I Sterling Lateral East 4,900 3.000 50 553,000 113 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> Sterling Lateral South 6,600 3,900 40 684,000 104 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> Sterling Lateral West 6,900 3,800 40 554.000 80 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> No.Sterling Regulating 7,600 6,100 65 2.304,000 303 No.Sterling Outlet Canal
<br /> Ramsey Draw 2,900 2,100 50 407,000 140 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> I Corral Creek A 9,000 4,700 70 1,040,000 116 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> Corral Creek B 2,500 2,100 50 377,000 151 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> Skinner Draw 5.400 1,900 60 469.000 87 No.Sterling Outlet Canal or pumping from Harmony Ditch
<br /> IPotential New Ring-Dike Sites on North Side of River
<br /> Gerk 5,000 13,800 55 4,900,000 980 Peterson Ditch
<br /> I Troelstrup 5,000 17,650 30 1,950,000 390 Liddle Ditch
<br /> otential New Conventional Sites on South Side of River
<br /> I Johnson Lake Enlargement 5,400 2,600 80 2,610,000 483 Pumping from Reservation or Carlson Ditch
<br /> Johnson Lake West 3,500 3,500 60 1,420,000 406 Pumping from Reservation Ditch
<br /> Ii'i Embankment Volume in cubic yards(CY)divided by Storage Volume in acre-feet(AF)
<br /> (2)Ring dikes entirely enclose an above-ground reservoir with no direct tributary area.
<br /> (3)There are several dams and configurations involved in the dam raising project;therefore,these data are not summarized here.
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