ISFAPPC02919

• Case Number: 94CW0046
• Stream Name: South Clear Creek
• Watershed: Rio Grande
• Water Division: 3
• Water District: 20
• County: Hinsdale
• Instream Flow App - Doc Type: Supplemental Data

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PROOF SHEI?['
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WCATIOH UIFORMATIOH INPUT DATA / DATA POINTS' 56
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FEATURE VERT WATER TAPE TO
STREAIf HAIlE: SOUTR C"EAR CREEK /2 DIST DEP'J'R DEP'J'H VB" A Q WATER
XS WCATION: HEAR END OF FS RD 515, AS HERMIT ,,=,==,=--=--=,,--
XS HUMRER: 2 S 0.00 1.95 0.110 0.00 0.00 0.110 0.00
0.50 ~IIO 0.00 0.110 0.110 0.00 0.00
DATE: 7/27/E9 1.00 1.95 0.00 0.00 0.00 0.00 0.00
OBSERVERS: SE"" NAVE 1.50 1.30 0.00 0.110 0.00 0.00 0.00
~oo 1.70 0.110 0.00 0.110 0.00 0.00
1/4 SEG: Nil ~50 1.50 0.00 0.00 0.00 0.00 0.00
SECTION: 25 3.00 1.50 0.00 0.00 0.00 0.00 0.00
TWP: 4lN 3.50 1.55 0.00 0.00 0.00 0.00 0.00
RANGE: 4W 4.00 1.65 0.110 0.00 0.00 0.00 0.110
PM: NIl I G" 4.40 J.75 0.110 0.00 0.00 0.00 0.00
W" 4.50 1.00 0.110 0.110 0.00 0.00 0.00
COUNTY: HINSDALE 5.00 1.95 0.00 0.00 0.00 0.110 0.110
WATERSHED: RIO GRANOEd 5.50 1.85 0.110 0.00 0.110 0,110 0.110
OMSION: ~ 6.00 1.00 0.00 0.00 0.00 0.110 0.00
now CODE: 6.25 1.00 0.00 0.00 0.110 0.00 0.110
6.50 1.95 0.05 0.110 0.01 0.110 1.94
USGS MAF: 6.75 ~OO 0.10 0.35 0.03 0.01 1.94
USFS MAP: RIO GRANDE NF 7.00 ~IIO 0.10 0.37 0.03 0.01 1.94
7.25 ~IIO 0.10 0.46 0.03 0.01 1.94
SUPp"EHENm DATA 7.50 ~05 D.ll) 0.56 0.05 0.D3 1.89
-----..-- 7.75 ~05 O.ll) 0.36 0.05 0.02 1.89
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8,00 ~05 O.ll) 0.46 0.05 0.02 1.89
TAPE lIT: 0.0100 8.25 ~05 O.ll) 0.61 0,05 0.03 1.89
TENSION: 22 8.50 ~oo 0.15 0,59 0.04 0.02 1.89
8.75 ~IIO 0.10 0.58 0.03 0.01 1.94
CIIANllE" PROmE DATA 9.00 ~IIO 0.10 0,59 0.D3 0.01 1.94
------- 9.25 2.00 0.10 0.79 0.D3 0.02 1.94
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SWPE: 0.021 9.50 ~oo 0.15 1.22 0.04 0.05 1.89
9.75 ~05 O.ll) 0.89 0.05 0.04 1.89
CHECKED BtJ~AT&....... 10.00 2.05 O.ll) 0.76 0.05 0.04 1.89
10.25 ~05 O.ll) 0.80 0.05 0.04 1.89
10.50 ~1O 0.00 0.00 0.05 0.04 1.94
ASSIGNED TO: ................DATE........ 10.75 ~IO 0.25 0.77 0.06 0.05 1.89
!l.1IO ~IO O.ll) 0.83 0.05 0.04 1.94
!l.25 ~10 0.25 0.99 0.06 0.06 1.89
!l.50 ~IO O.ll) 0.00 0.05 0.05 1.94
!l,75 ~05 0.15 1.12 0.04 0.04 1.94
l~oo 2.00 0.10 0.89 0.03 0.02 1.94
1~25 1.95 0.05 0.110 0.01 0.00 1.94
1~50 1.00 0.05 0.00 0.01 0.00 1.89
1~75 1.00 0.00 0.00 0.00 0.00 0.110
W" I~oo 1.85 0.00 0.00 0.110 0.00 0.00
13.00 1.85 0.00 0.00 0.00 0.00 0.110
13.50 1.70 0.00 0.00 0.00 0.00 0.00
14.00 1.60 0.00 0.00 0.00 0.00 0.00
14.50 1.55 0.110 0.110 0.00 0.00 0.00
15.110 1.50 0.00 0.00 0.00 0.00 0.00
15.50 1.45 0.110 0.110 0,00 0.00 0.00