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• 2.05.6(6)
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<br />Springs, Ponds and Water Rights (Continued)
<br />Code Descri lion Elevation Overburden Note
<br />SP34-2 S rin Pond 34-2 7,300 1,120 Dove Gulch S rin
<br />S34-3 S rin 34-3 7,310 1,130 Dove Gulch S rin
<br />S34-4 S rin 34-4 7,280 1,100 Dove Gulch S rin
<br />S34-5 S rin 34-5 7,290 1,120 Dove Gulch S rin
<br />S34-6 S rin 34-6 6,550 540 Hubbard Creek S rin
<br />S34-7 S rin 34-7 7,390 980 Shee Corral S rin
<br />534-8 S rin 34-8 7,200 1,060 Dove Gulch S rin
<br />S34-9 S rin 34-9 7,200 1 060 Dove Gulch S rin
<br />S34-10 S rin 34-10 6,640 450 Near mouth of Dove Gulch
<br />SP34-11 S rin Pond 34-11 7,440 1,070 Shee Corral S rin & Pond
<br />S34-17 S rin 34-17 6,590 620 Afon Hubbard Creek
<br />S34-18 S rin 34-18 6,550 570 Alon Hubbard Creek
<br />S34-19 S rin 34-19 6,460 370 Alon Hubbard Creek
<br />S34-20 S rin 34-20 6,440 280 Alon Hubbard Creek
<br />S34-21 S rin 34-21 6,430 250 Alon Hubbard Creek
<br />S34-22 S rin 34-22 6,700 510 Near mouth of Dove Gulch
<br />S34-23 S rin 34-23 6,650 460 Near mouth of Dove Gulch
<br />S34-24 S rin 34-24 6,390 160 Alon Hubbard Creek
<br />All point listed above are within the permit boundary.
<br />All oints listed below are outside the ermit bounds
<br />P-6 Pond 6 7,560 1,040 J & M Sprin & PL No. 5
<br />S-18 S rin 18 7,640 1,120 J & M S rin & PL No. 5
<br />S2-4 S rin 2-4 6,520 140 Alon Hubbard Creek Freeman Gulch Road
<br />S2-9 S rin 2-9 6,320 20 Alon Hubbard Creek Road
<br />S32-2 S rin 32-2 7,670 1,430 Cottonwood Stom
<br />5-32-6 S rin 32-6 7,550 1,160 Rock Road
<br />S-32-7 S rin 32-7 7,750 1,550 Cottonwood Stom
<br />P32-3 Pond 32-3 7,680 1,320 Rock Road Pond
<br />SP33-6 S rin /Pond 33-6 7,680 1,260 On TC Descent
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<br />Water Ri hts
<br />1 J & M S rin & PL No. 1 7,800 1,330 S rin s 5 & SA and Pond 5
<br />2 J 8 M S rin 8 PL No. 2 7,920 1,360 S rin 2
<br />3 J & M S rin & PL No. 3 7,880 1,350 S rin 4 and Pond 4
<br />4 J & M S rin & PL No. 4 7,750 1,230 S rin 16 and Pond 3
<br />5 J & M S rin & PL No. 5 7,560 1,040 S rin 18 and Pond 6
<br />PR-04
<br />2.05 - 116 -
<br />02!01
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