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<br />Table 1
<br />Cost of Potential Surface Storage Projects
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<br /> Crest
<br /> Storage Length Dam Height Dam Volume Volume Preliminary Unit Cost of
<br />Potential Slto. Volume (AF) (Feet) (Feet) (eY) Ratio (1) Cost Storage
<br />Previously Identified Sites .
<br />Ovid Reservoir Ring-Dikes on North Side of River
<br />Alt~mative 1 3,980 15,400 20 748,000 188 Not Estimated
<br />Alternative 2 5,770 15,400 25 1,328,000 230 $5,290,000 $920
<br />Sedgwick Resorvolr 2,230 15,000 15 520,000 233 $2,850,000 $1,280
<br />Sustainment Project sites Conventional Sites on So. Side of River
<br />LSP Site A 1,580 1,800 40 320,000 203 $4,020,000 I $2,540
<br />LSP Sile 8 1,030 2,600 40 345,000 335 Not Estimated
<br />LSP Site C 1,450 1,700 40 288,000 199 Not Estimated
<br />Julesburg Enlargement (2) Enlarge Existing Rservoir
<br />Alternative 81 5,300 (31 (3) 437,000 82 $13,800,000 $2,600
<br />Alternative C1 10,100 (3) (3) 616,230 61 $16,100,000 $1,590
<br />Alternative C2 10,800 (3) (3) 894,000 83 $19,500,000 $1,810
<br />Alternative C3 21,900 t3) (3) 1,700,000 78 $25,100,000 $1,150
<br />Potential New Conventional Sites on North Side of River
<br />Cottonwood Creek 4,000 2,600 60 638,000 160 $7,150,000 $1,790
<br />Johnson 10,600 4,300 70 1,200,000 113 $11,820,000 $1,120
<br />Harmony Ditch West 10,000 4,400 50 834,000 83 $8,420,000 $840
<br />Hawk Springs (Duck: Cr.) 3,500 2,300 50 307,000 88 $4,230,000 $1,210
<br />Sterling Lateral East 4,900 3,000 50 553,000 113 $6,080,000 $1,240
<br />Sterling lateral South 6,600 3,900 40 684,000 104 $6,830,000 $1,030
<br />Sterling lateral West 6,900 3.800 40 554,000 80 $5,890,000 $850
<br />No. Sterll~g Regulating 7,600 6,100 65 2,304,000 303 $19,800,000 $2,610
<br />Ramsey Draw 2,900 2,100 50 407,000 140 $4,930,000 $1,700
<br />Corral Creek A 9,000 4,700 70 1,040,000 116 $10,840,000 $1,200
<br />Corral Creek B 2,500 2,100 50 377,000 151 $4,7S0,OOO $1,900
<br />Skinner Draw 5,400 1,900 60 469,000 87 $5,530,000 $1,020
<br />potenlial'New Ring-Dike Sites on North Slde.,of River .
<br />Gerk 5.000 13,800 5S 4,900,000 980 $18,720,000 $3,740
<br />Troelstrup 5.000 17,650 30 1,950,000 390 $8,640,000 $1,730
<br />Potential New Conventional Sites on South Side of River
<br />Johnson lake Enlargement 5,400 2,600 80 2,610,000 483 $21,500,000 $3,980
<br />Johnson lake West 3,500 3,500 60 1,420,000 406 $12,620,000 $3,610
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<br />. (1) Embankment Volume in cubic yards (CY) divided by Storage Volume in acre~feet (AF)
<br />(21 Costs from 199a W, W, Wheeler study escalated by9%.
<br />(3) There are several dams and configurations involved in the dam raising project; therefore, these data
<br />are not summarized here.
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