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TABLE 1
<br />JULESBURG IRRIGATION DISTRICT
<br />JULESBURG RESERVOIR ENLARGEMENT STUDY
<br />RESERVOIR STORAGE CAPACITY
<br />STORAGE CAPACITY
<br />3721.5
<br />GAGE
<br />EXISTING
<br />DAM #1R
<br />DAM #1A -2 -3R
<br />MAXIMUM
<br />3720.0
<br />ELEVATION
<br />HEIGHT
<br />FACILITIES
<br />INCREMENT
<br />INCREMENT
<br />ENLARGEMENT
<br />NOTES
<br />(msl)
<br />(ft)
<br />(ac -ft)
<br />(ac -ft)
<br />(ac -ft )
<br />(ac -ft)
<br />38,720
<br />3721.5
<br />38.5
<br />46,940
<br />3721.0
<br />38.0
<br />45,990
<br />3720.0
<br />37.0
<br />44,120
<br />3719.0
<br />36.0
<br />42,290
<br />3718.5
<br />35.5
<br />41,390
<br />3718.0
<br />35.0
<br />40,490
<br />3717.0
<br />34.0
<br />38,720
<br />3716.0
<br />33.0
<br />36,980
<br />3715.0
<br />32.0
<br />35,270
<br />3714.0
<br />31.0
<br />33,590
<br />3713.5
<br />��S
<br />30.5 V
<br />32,770
<br />- X713.0
<br />30.0
<br />31,950
<br />3712.0
<br />29.0
<br />30,330
<br />3711.0
<br />28.0
<br />28,740
<br />3710.5
<br />27.5
<br />27,960
<br />3710.0
<br />27.0
<br />27,180
<br />3709.5
<br />26.5
<br />26,410
<br />3709.0
<br />26.0
<br />25,650
<br />3708.0
<br />25.0
<br />24,140
<br />3707.0
<br />24.0-\
<br />22,670
<br />3700.0
<br />17.0
<br />13, 250
<br />3695.0
<br />12.0
<br />7,770
<br />3690.0
<br />7.0
<br />3,460
<br />3685.0
<br />2.0
<br />690
<br />3683.0
<br />0.0
<br />0
<br />3680.0
<br />-3.0
<br />0
<br />3675.0
<br />-8.0
<br />0
<br />3670.0
<br />-13.0
<br />0
<br />3665.0
<br />-18.0
<br />0
<br />3660.0
<br />-23.0
<br />0
<br />G
<br />10,660
<br />6,600
<br />64,200
<br />10,390
<br />6,500
<br />62,880
<br />9,860
<br />6,300
<br />60,280
<br />9,370
<br />6,080
<br />57,740
<br />8,880
<br />5,860
<br />56,130
<br />8,630
<br />5,750
<br />54,870
<br />8,380
<br />5,640
<br />52,740
<br />7,890
<br />5,420
<br />50,290
<br />7,400
<br />5,200
<br />47,870
<br />Existing Dam Crest
<br />7,020
<br />5,020
<br />45,630
<br />930 ___,.. ,
<br />. .. , .._44 530._:
<br />+Z.tIg`0 �F
<br />6,640
<br />4,840
<br />43,430
<br />6,260
<br />4,660
<br />41; 250
<br />6,260
<br />4,660
<br />39,660
<br />5,880
<br />4,480
<br />38,320
<br />5,500
<br />4,300
<br />36,980
<br />5,330
<br />4,220
<br />35,960
<br />Existing Spillway
<br />5,160
<br />4,140
<br />34,950
<br />4,820
<br />3,980
<br />32,940
<br />4,480
<br />3,820
<br />30,970
<br />Normal Water Level
<br />3,800
<br />3,500
<br />27,100
<br />2,350
<br />2,840
<br />18,440
<br />1,000
<br />2,200
<br />10,970
<br />0
<br />1,700
<br />5,160
<br />0
<br />1,300
<br />1,990
<br />0
<br />1,140
<br />1,140
<br />Invert Outlet Works
<br />0
<br />900
<br />900
<br />0
<br />600
<br />600
<br />0
<br />350
<br />350
<br />0
<br />150
<br />150
<br />0
<br />0
<br />0
<br />\985 \DAM VOL \TAB1
<br />a 02- Mar -98
<br />V
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